Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
12" WATERLINE & 6" SSFM RELOCATION FOR PORT MODAL CENTRE
1400 STATE HIGHWAY, NORTH LA PORTE, TEXAS 77571 PROJECT TEAM: DEVELOPER (DEVELOPMENT '& CONSTRUCTION ; INC. 5599 San Felipe St . Suite 1440 Houston, TX 77056 Phone (713)789-2529 Fax(713)782-3755 CONTACT: CHARLIE CHRIST DESIGNER 'Y lax ., "D:E:VELOPMENT-;&1 CONSTRUCTION rINC. '! 5599 San Felipe St . Suite 1440 Houston, TX 77056 Phone(713)789-2529 Fax(713)782-3755 CONTACT: CIVIL ENGINEER: BRADLEY F. COFFMAN, P.E. STRUCTURAL ENGINEER: LARRY D. STRUTTON, P.E. ARCHITECT: CARLA R. HARAMBOURE, A.I.A. SURVEYING gutam S a P P PROFESSIONAL LAND SURVEYING 1726 AUGUSTA, SUITE 125 HOUSTON, TEXAS 77057 PH:713.333.1466/ FX: 713.782.3755 CONTACT: SURVERYOR: KEN GRULLER, RPLS GENERAL NOTES TLJCUtifities WE MAKE IT FLOW NOTES: Utilities installed per plannsss, May 2011. Reviewed by: A_ �.4 ^a.---- r "7w PROPOSED 12" WATERLINE AND 6" SANITARY SEWER FORCE MAIN RELOCATION AT 1400 STATE HIGHWAY 146 1. ALL WORK SHALL COMPLY WITH THE UNIFORM BUILDING CODE, LATEST EDITION, WITH HARRIS COUNTY AMENDMENTS FOR TYPE II CONSTRUCTION. ALL LOCAL AND APPLICABLE ORDINANCES SHALL BE STRICTLY ADHERED TO. 2_ SHOULD THERE BE DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES AND ORDINANCES, THE REQUIREMENTS OF THE CODES AND ORDINANCES SHALL PREVAIL. 3, ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMANLIKE MANNER AND SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES FOR SUCH WORK. 4. BUILDING CONTRACTOR IS RESPONSIBLE FOR THE PROVISION OF BARRIERS AND OTHER MEASURES NECESSARY TO ASSURE A SAFE WORKING ENVIRONMENT. 5, FOR SPECIFIC NOTES PERTAINING TO THE WORK OF PARTICULAR TRADES, SEE THE APPLICABLE DRAWINGS FOR SUCH TRADE. DRAWING INDEX NO. WILE NO. TITLE T1.0 COVER SHEET & DRAWING INDEX C1.0 OVERALL SITE PLAN SANITARY FORCE MAIN C2.0 PLAN & PROFILE STA. 1+00 TO STA. 3+00 C2.1 PLAN & PROFILE STA. 3+00 TO STA. 8+00 C2.2 PLAN & PROFILE STA. 8+00 TO END WATERLINE C3.0 PLAN & PROFILE STA. 1+00 TO STA. 5+14.20 C3.1 PLAN & PROFILE STA. 5+14.20 STA. 9+00 C3.2 PLAN & PROFILE STA. 9+00 TO STA. 14+00 C3.3 PLAN & PROFILE STA. 14+00 TO STA. 18+00 C3.4 PLAN & PROFILE STA. 18+00 TO END C4.0 I GENERAL NOTES C4.1 CONSTRUCTION DETAILS C4.2 CONSTRUCTION DETAILS LOCATION MAP AR I @ ) U N IYp 146 P_ , k ( c 1 tt Rat' i _cSan '1 2zs PROJECT ® KEY MAPS INC.. SF'iLt,if, t:t - rsr inro I Tao LOCATION MORGANS Turnin 1}asirr R , POINT ' s ! . llarli�llTS < <t k TENNECO I i 50U7H u PMLN y t LA PO # n o T & Q. FAIR W. AIM130 RS CU S YPq E: BARBOURS'C UT,BL GEORGE ALTV T R DL D _ malt t , F too 000 w Z m �� .. V _a VICINITY MAP KEY MAP# 540T to z W 0 U U W o_ 0 W 0: FW— FW- O O W � o: 0 m a_ U J Q U m LU 0 U U) Of W W Z O ItTZ 3 C LLI ti (0 CD c In ti Q 5 0 o Cn ti 0 N U (1) ~ Go 1, W z O L 0"r r T O dQ O_ (6o( cd0U) LL r s Lt_ Cl (D rn ° Q � Ir LO o 0 Q X LL! H / 3 H.L.&P. Co. ESMT. VOL. 72, PG. 529 H.C.D.R. \ / 4,j / \ \ TBM „A„ \ SQUARE CUT 1 IN HEADWALL o0 o prl ELEV. =17.67 oa 0 - 01- ^ o� CJ 00 of 00 14, ALJ6 A8W.CRMTYF7ooD 1't0) Z `� QR DISTRICT 0?f 0. !s:1v!868812 Z U HIGH BANK 18/ / Y - - -, CONCRETE SLOPE PAVING 34,,761So FT ' \ TOE / TRCT H.C.CF'RNO. Z060253 co S� ET C2.1 �a / HIGH BANK ■ a / - 503003' 17"E 242.49' / _ _ _ - - - - - - - - - - - - �� PPOP. ESFR TANK PROP. - PROP. " 4AN.4ji / / /�//// 1 ' H.L.& SWR. F R(J�E MAIN W/5'X20' AERIAL MT. / CC F No F416 88 SANITARY MH RIM ELEV.=19.33 1 FL 12" CLAY(N =14.96 I / / / SANITARY MH FL 12° CLAY(SE =14.96 RIM ELEV. IT / / EXIST. 10" WATERLINE / / A23 FL 2" CLAYS)=14.4 EXIST. 12° W TO BE ABANDONED IN PLACE SANITARY MH ( FL 12' cvr(Nw =1a.4 1 TV REMAI �] �� / F] RIM 18.67 �h. FL 12" CLAY ((N =15.02 � 4,j . FL 12" curls =1s.16 EXIST/ 6" S S4�� ^� - PROP. 6" P IVATE FO}2CE M V W-1 L� Co EXIST SAN. SWR. / ^� FIRE LINEI TO BE ABANDONED IN PLAC ITARYMH M ELEV.=1=19.05 6" PVC(N>)-16.59 I I RIMNNE�LEYV.=18.36 / (j 'y oU0 / 15" CLAY(s)=1s.67 PROP. BICKFLOW FL 72" 11Y(9)=75.13 / co ��l? /�� ( PREVENTIfR (w/6" G.V. FL FL 126" CLAY(CLAY(N)=14.93 W)=15.46 / Q 20' CITY OF LA PORTE " >� Q U ILITY EASEMENT FLE NO. D-949256 H.C.D.R. SEMENT No. 2 4,j 0 /� v / / /j ERLINE 10' H.L.&P. ESMT. --� W/5'X20' AERIAL ESMT. H.C.C.F. No. F416988 SHEET C3.1 1 , "E 130 22 NO 34 39"W /21. I. EXIST. ASPHALT -GUARD RAJ II 10' H.L.&P. ESMT.T W/5'X20' AERIAL ESMT. VOL, 6987, PG. 605 H.C.D.R. 10' N.L.&P. ESMT. 1 ( O HC5C.F0NAE IAL ESMT E I I I 1 I I I i I I I ( 1 I ( I II I II III II 71 III II 10' CITY OF LA PORTE LITY EASEMENT I FOIE NO. D-949256 H.C.D.R. EASEMENT No. 2 1 I ( I I I I I ( ( I I PROP. PRIVATE --- 2" DOM. WL 10' H.L.&P. --SMT. W/5'X20' AE NAL ESMT �..,, VOL. 6987, RG._9a5_ H I I 1 10' H.L.&P. ESMT. - I I W/5'X20' AERIAL ESMT. VOL. 7456. PG. 458 H.C.D.R.I ( I I ( I I I I I I III � II 1Q EXIST. MANHOLE TO BE ABANDONED IN PLACE SHEET C2 - - - 9 - = 8TH STREE' L80' R.0_W. SANITARWATERLINE Y MH RIM ELEV.=19.47 I I EXIST. 10 FL 12" CLAY(S)=14.33 TO BE ABANDONED IN P FL 12" CLAY(N)=14.44 I 1 FORTH TRACT 0.181 628 ACR S JOINT USE EASEMENT FOR ROADWAY PURPOSES H.C.C.F. NO. M868812 (I II PROPOSE PRIVATE DEVELOIPIMENT 00 CO `tiEX16T. N03003'17"W 1008. METER _ V N METERI- NTERS �- r _ -'::? -REMOVE EXIST. CONC. ESPLANADE STATE HWY 146 FEEDER (WIDTH VARIES) E2Ed `T-10' H.L.&P. ESMT. Iq W/5'X20' AERIAL ESMT. H.C.C.F. No. E764715 I I FA to N EN � ZOD 0 U �W0�Lfl� -Qjf2�0 Cto of Crm- -J<V) F�-ci¢waM ramri 2t,NZ 1_ u00(n:5-Z Ql�w XNrnOQo aN)mL_ _. r .. Lz "-- N U Course Bearing Distance L 1 N 03' 13' 17" W 60.00' L2 N 06"24'27" E 58.74' L3 N 01"18'45" W 12.74' L4 S 85°26'43" W 66.64' L5 S 86"56'43" W 40.00, L6 S 21"41'50" W 95.54' -PARCEL "A" 1.3734 ACRES 59,825 Sq. ft. .C.F. NO. M868812 o Y)o�co LU �x 00 iQ <Z O Z ^oOZ NV)Z 0= Z U Q 06 1= 13.95 Z - - - - - - - - - - - - - - - - - - - - - - y Q 1' - - - - i /6" METAL IPE a Q _j 12" PIPE S LEXR2SS ------------- o I E ISP, 10' IV PsA MRY MH I P O 16 I I I I T RE�1/ �,R!M ELEV.=19.53 EXIST. SAN. SWR. FL 12" cLAY(s)=2,3 63 ( I 10' SA S I I I I M I FL 10" RCP(NW)=15.64 TO BE ABANDONED IN PLACE I I FL 12" CLAY(N)=14.05 I „Z_O ------------ EXIST. CONCRETE 10' CITY OF LA PORTE UTILITY EASEMENT FILE NO. D-949256 H EASEMENT No. 1 �Ejaaz STATE HWY 146 FEEDER WOQfu (WIDTH VARIES) MNµ JJN 4 D NMr� e2i2 N �I I� Z '< II H o a W IPIROP. PRIVATE J I I I I g 1 16"1 SAN SWR v I8 ( i E-, J Y W w I" II I I ((� o0 IPF2 P. PRIVATE SSAMMPLE WELL d 'gg _ NI I z� `0 I wQ I YD Col I 1 a III U N I ( I n3= W I "tNZOI w w I U I M0)LLI o l I I, Q3 I le I I (n I I 11 I, 1=I 1 En Y I I ao_ I i I I II COI I I I III' � I I IT, I I I o I I III i I /10'X16' A.E. (BOTI St E� e F. N.,. M98539 psi n S AS E _ -� E -I I. POST - - 5t 100 150 SCALE: 1 "=50' �I PROJECT: WASTEWATER & WATERLINE ZELOCATION FOR: PORT MODAL CENTRE 1400 STATE HIGHWA e 146 NORTH LA PORTE, TX 77571 (y Sa r 'jad to ii 4 o t Ba O I _ �(D KEY MAPS INC. Too PR )JECT L0( ATION -- MOR A o F POINT s I TEN 1 SOUTH A FAIRS i'a d i{{ Z _ E VICINITY P [AP KEY MAP# ° 40-T REV ISSUE DATE DESCRIPTION 0 03/07/11 ISSUE FOR PE MIT 1 03/29/11 REVISED PER IITY COMMENTS LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LOCK ED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No. 35 AN ) THE ENOCH BRINSON SURVEY, ABSTRACT No. 5, Cl' Y OF LaPORTE, HARRIS COUNTY, TEXAS. HCAD: 1400 027-083-000-0001 BENCHMARK: TROPICAL STORM ALLISON RECOV :RY PROJECT BENCHMARK RM NO. 020185, ELEV. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMARK'S (TBM'S): TBM "N'- A SQUARE CUT ON THE 1A EST SIDE OF CONCRETE HEADWALL SOUTH OF THE RAILRO ,D TRACKS ON THE NORTHEAST CORNER OF THE SUB. =CT SITE. ELEV.=17.67' FLOODPLAIN INFORMATIC N: BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY LIES WITHIN ZONE "X", AREAS DETERMII ED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOPLAIN \S DEFINED BY THE FEDERAL EMERGENCY MANAGEME qT AGENCY FLOOD INSURANCE RATE MAP NUMBER 48 '01C0945L DATED JUNE 18, 2007. UNDERGROUND UTILITY f OTE: CONTRACTOR SHALL VERIFY LOCAL ON OF UNDERGROUND UTILITY LINES BY C )NTACTING THE HOUSTON AREA UTILITY COORDINA ING COMMITTEE AT 1-800-245-4545 FORTY EIGHT (48) HOURS BEFORE BEGINNING WORK. OFT A 00 00 : tY 11 OP......... ...., •....1 ♦ BRADLEY F. COR AAN ♦..................... i 11 P 105940 i1i�SI0NAL E� OWNER/DEVEI OPER COMMERCIAL DESIG I -BUILDERS 5599 SAN FELIPE, 1 .UITE 1440 HOUSTON, TEXA 30 77056 PHONE (713)7F 3-2529 FAX (713)782. 3755 www.claydevelopn ent.com TEXAS BOARD OF PROFESSI )NAL ENGINEERS REGISTRATION # F 004975 SHEET TITLE: SITE P LAN PRJ NAME: PORT MODAL CENTRE SHE[ [ NO: CLO DATE: MARCH 7, 2011 DWN BY: PAT R. CHKD BY: BRAD C. 1-45' BEND 1-22.5" BEND (MECHANICAL JOINT BENDS w/RESTRAINT GLANDS) PROP. 12" WATERLINE 10' W.L.E. NOTE: CONNECTION TO EXIST. 6" FORCEMAIN AND THE INSTILLATION OF THE 6" PLUG WILL COMMANCE ONCE PROP. 6" FORCE MAIN IS ACCEPTED BY THE CITY. 1-45' BEND 1-22.5` BEND (MECHANICAL JOINT BENDS w/RESTRAINT GLANDS) .....\...,.,\../.EXIST. 12" WATERLINE TO REMAIN i-EXIST. RAIL ............................................. ...,......... 3 \ 3 3 3 3 0 3 3 EXIST. 6" SAN. SWR. FORCE MAIN _ . --'7205-3'56"E 7V.63' 3 3 3 3 3 3 3 3 3 3 3 — EXIST. 10' C.P. ESMT. 3 3 3 — PROP. 10 SAN. SWR. ESMT.— 2+00 \ -- ----— — \ PROP. 1275 L.F.-6" SANITARY(FORCE MAIN ' \ \\ (GREEN C-900 PVC) \ 30' B.L. EXIST. SANITARY SEWER MANHOLE \ \ EXIST. 20' U.E. \ TO BE ABANDONED IN PLACE \ \ PROP. 10" PLUG l PROP. 10' SAN. SWR. ESMT. \ \ EXIST. 12" SAN. SWR. \ \ TO BE ABANDONED IN PLACE \ \ EXIST. 10" WATERLINE \ \ TO BE ABANDONED IN PLACE SS0100 1000 000 000 T A •C� 1� kN a ��Fj� PROP. 6" SANITARY SEWER FORCE MAIN 24 24 22 1 1 1 1 1 1 22 20 20 NAT. GROUND +r` -I- r-I co 18 18 w C/) W 16 �� > w 16 co \ _ � w 14 --- -- -- �� 14 PROP. 275 L.F. " SANITARY FORCE MAIN 12 (GREEN C-900 P C) 12 W 10 10 °;Lnc� 9II0 �on(A 'n 8 H�v%- zll.0) O � 1 8 tnWct mow. (n Ln� wKL ALL 6 6 0+00 1 N00 2N00 3+00 PROJECT: WASTEWATER & WATERMIE RELOCATION FOR: PORT MODA L CENTRE 1400 STATE MGM 'AY 146 NORTH LA PORTE, 'X. 77571 II Sara �? reintt� �i ti Ftati ' lI� b , N 'a� •?' —14'- - - © KEY, MAPS INC. ,.. ,.:. Y "70 0 F ROJECT L DCATI ON- 1 r MOR o , y ItaOgt POINT 0 TEN' a I Q� i SOUTH } • LA 061 r & IF Q x FAIR Z fa- 11 VICINITN MAP KEY MAP; 540—T REV ISSUE DATE DESCRIPTI01 0 03/07/11 ISSUE FOR :ERMIT 1 03/29/11 REVISED PE 2 CITY COMMENTS LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LC :ATED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No. 31 AND THE ENOCH BRINSON SURVEY, ABSTRACT No. 5 CITY OF LaPORTE, HARRIS COUNTY, TEXAS. BENCHMARK: TROPICAL STORM ALLISON REC )VERY PROJECT BENCHMARK RM NO. 020185, EL IV. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMA RK'S (TBM'S): TBM "A" - A SQUARE CUT ON TH WEST SIDE OF CONCRETE HEADWALL SOUTH OF THE RAIL TOAD TRACKS ON THE NORTHEAST CORNER OF THE S IBJECT SITE. ELEV =17.67' FLOODPLAIN INFORMA- ION: BY GRAPHIC PLOTTING ONLY, T IE SUBJECT PROPERTY LIES WITHIN ZONE "X", AREAS DETEF MINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOPLI IN AS DEFINED BY THE FEDERAL EMERGENCY MANAGE MENT AGENCY FLOOD INSURANCE RATE MAP NUMBEF 48201CO945L DATED JUNE 18, 2007. UNDERGROUND UTILIT` ' NOTE: CONTRACTOR SHALL VERIFY LO :ATION OF UNDERGROUND UTILITY LINES B 'CONTACTING THE HOUSTON AREA UTILITY COORD DATING COMMITTEE AT 1-800-245-4545 FORTY EIGHT I8) HOURS BEFORE BEGINNING WORK. = (E OF l�l 00 is t� ......... ♦ BRADLEY F. I DFFMAN /..................... / �1 105941 ' oo OWNER/DEN ELOPER COMMERCIAL DE: GN-BUILDERS 5599 SAN FELIPI ., SUITE 1440 HOUSTON, TE CAS 77056 PHONE (713 789-2529 FAX (713)7 12-3755 www.claydevell pment.com TEXAS BOARD OF PROFE SSIONAL ENGINEERS REGISTRATION I F-004975 PROP. 611 SA NITARY F.M. TSHEET ITLE: STA. 1+00 1'0 STA. 3+00 SCALE: H:1"=20' : V:1"=2' iEEf NO: C2e0 PRJ NAME:PORT MODAL CENTRE DATE: MARCH 7,2011 OWN BY: PAT R. CHKD BY: BRAD C. H.L.&P. ESMT. �HIG�HBA�NK co C:) C\2 0 t PR /P.1275 L.F.-6" SANITARY FORCE MAIN STORM STRUCTURE -\ CYD C\2 REEN C-900 PVC) TO BE ABANDONED 0 PROP. 10' SAN. SWR. ESMT. qnqoncl'l 7"P. 5)AP AQ' - — — - — — - — — - — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + 6+00 7+00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXIST. SAN. SWR. TO BE ABANDONED DITCH TO LO EXIST. 10" WATERLINE LED FTO BE ABANDONED IN PLACE 40' B.L. 7 PROP* 6" SANITARY SEWER FORCE MAIN H.C.F.C.D. F101-00-00 EXIST. SAN. SWR. MH.-J TO BE ABANDONED IN PLACE 1-45* BEND (MECHANICAL w/RESTRAINT JOINT BENDS GLANDS) 24 24 22 22 20 20 +0 ------- + C\2 18 co ------ NAT. GROUND CO r-6 18 E-1 E-4 _7 N\7//�7577 A DITCH TO E .. 4 E--i 16 BE FILLED LT3 16 > 0 0 w ------- �:i 14 14 17.1 - I 17�1 6� tl 12 12 PROP. 1275 L.F.-6" SANITARY FORCE MAIN (GREE C-900 PVC) 10 10 N .4- 8 8 ugg Ow _j_ - 6 3+00 4+00 5+00 7+00 • •e PROJECT: WASTEWATER & WATERUI E RELOCATION FOR: PORT M O-DA L CENTRE 1400 STATE HIGH 'AY 146 NORTH LAPORTE, X 77571 2, San re into ulky (D KEY, MAPS INC- OD F ROJECT L )CATION MORGAj POINT TENt )SOUTH LA POITE, al, z Iz I VICINITI MAP KEY NLAPi: 540-T REV ISSUE DATE DESCRIPTIOI 0 03/07/11 ISSUE FOR HERMIT 1 03/29/11 .. . .... ... .. . ...... . . . . ........ . .......... ........ REVISED PE Z CITY COMMENTS LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LC ATED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No. 39 AND THE ENOCH BRINSON SURVEY, ABSTRACT No. E CITY OF LaPORTE, HARRIS COUNTY, TEXAS. BENCHMARK: TROPICAL STORM ALLISON REC )VERY PROJECT BENCHMARK RM NO. 020185, EL iV. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMP RK'S (TBM'S): TBM"N'- A SQUARE CUT ON TH . WEST SIDE OF CONCRETE HEADWALL SOUTH OF THE RAIL LOAD TRACKS ON THE NORTHEAST CORNER OF THE S JBJECT SITE. ELEV.=17.67' FLOODPLAIN INFORMN ION: BY GRAPHIC PLOTTING ONLY, T iE SUBJECT PROPERTY LIES WITHIN ZONE "X", AREAS DETEF MINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOPU IN AS DEFINED BY THE FEDERAL EMERGENCY MANAGE MENT AGENCY FLOOD INSURANCE RATE MAP NUMBEF 48201CO945L DATED JUNE 18,2007. UNDERGROUND UTILIT"NOTE: CONTRACTOR SHALL VERIFY LO ;ATION OF UNDERGROUND UTILITY LINES B 'CONTACTING THE HOUSTON AREA UTILITY COORD DATING COMMITTEE AT 1-800-245-4545 FORTY EIGHT 18) HOURS BEFORE BEGINNING WORK. .......... ....... ip 40 BRADLEY F. OFFMAN ....... 00 e .............. ...... 1059� 1 00 OWNER/DE) ELOPER ,00—w4ft -m�- "qw Aw " im R X X COMMERCIAL DE: I G N - B U I L D E R S 5599 SAN FELIPI:, SUITE 1440 HOUSTON, TE I(AS 77056 PHONE (713 789-2529 FAX (713)7 32-3755 www.claydevel( pment.com TEXAS BOARD OF PROFE 3 )SIONAL ENGINEERS REGISTRATION ft F-004975 SHEET PROP. 611 SA NITARY F.M. TITLE: r STA.3+00. ,0 STA. 8+00 SCALE: H: 1 "=20' ; V: iEET NO: C2*1 PRJ NAME: PORT MODAL CENTRE DATE: MARCH 7,2011 DWN BY: PAT R. CHKD BY: BRAD C. 1-450 BEND (MECHANICAL JOINT BENDS w/RESTRAINT GLANDS) H.C.F.C.D. 40' B.L. PROP. 6" SANITARY SEWER FORCE MAIN EXIST. 12" SAN. SWR. TO REMAIN � EXIST. 10" WATERLINE TO REMAIN i II 1 1 PROP. 10" PLUG 24 24 INSTALL NEW MA HOLE PER DETAIL ON SHT. C4.1 22 22 20 20 NAT. GROUND 18COLd 18 Ld 0 U 16 �W 16 44 U E- ---\. PROP. 12 5 L.F.-6" SANITARY FORCE MAIN 12 (GREEN C 900 PVC',12 10 v 10 r� d' rM LO to cflc d- d- Ln 00 cn McO00 r''7 Ln CO .- II to rnm i--,6 S Mn ilil� MthN D_ 0 r r� nzz it f— N��Q� a�_ om N11 � 88 Q�z oo IIZp z II 0 z N II JJ w U U U II c� z (n U W a_ •— CCU>N (¢n � 0- W N N= W N N O ' LLd 0- W N N: � .- CO F-: W N N c .- .- LD . . N d- X]JJJ CO (n X�JJ_ .- JJ Of X w00'Li J J J W W Ili ti -j 6 6 W fY W L-W W K W Li Li LiW W 9+00 10+00 1 1 +00 12+00 13+00 PROJECT: WASTEWATER & WATERLII E RELOCATION FOR: PORT MODA I CENTRE 1400 STATE HIGHN 'AY 146 NORTH LA PORTE, ' 177571 San tCff]fa RaY Yfa = n Liz . x.. �. © KEY MAPS INC. 700 F ROJECT == L )CATION _ f I ORA f I PiOi NTcl I T� Q I 3 I ¢�� SOUTH pp •p^p'� LA PM �d �: S FAIR T VICINITY MAP KEY MAPi 540-T REV ISSUE DATE DESCRIPTIOI 0 03/07/11 ISSUE FOR DERMIT 1 03/29/11 REVISED PE 2 CITY COMMENTS LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LO :ATED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No. 3: AND THE ENOCH BRINSON SURVEY, ABSTRACT No. 5 CITY OF LaPORTE, HARRIS COUNTY, TEXAS. BENCHMARK: TROPICAL STORM ALLISON REC )VERY PROJECT BENCHMARK RIM NO.020185, EL V. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMA RK'S (TBM'S): TBM "A" - A SQUARE CUT ON TH' WEST SIDE OF CONCRETE HEADWALL SOUTH OF THE RAIL LOAD TRACKS ON THE NORTHEAST CORNER OF THE S IBJECT SITE. ELEV =17.67' FLOODPLAIN INFORMA- ION: BY GRAPHIC PLOTTING ONLY, T IE SUBJECT PROPERTY LIES WITHIN ZONE "X", AREAS DETEF MINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOPLf IN AS DEFINED BY THE FEDERAL EMERGENCY MANAGE MENT AGENCY FLOOD INSURANCE RATE MAP NUMBEF 48201CO945L DATED JUNE 18, 2007. UNDERGROUND UTILIT" NOTE: CONTRACTOR SHALL VERIFY LO :ATION OF UNDERGROUND UTILITY LINES B 'CONTACTING THE HOUSTON AREA UTILITY COORD 4ATING COMMITTEE AT 1-800-245-4545 FORTY EIGHT 18) HOURS BEFORE BEGINNING WORK. •. �EOF 'tl *SAP :;9f* 11 00ir.' aril op* .....:...1 il BRADLEY F. I OFFMAN /.............. ...... / ll -p,. 10594) li�� PFCISTE E� 4, Z>ttts •.... �U�.. 1Q . OWNER/DEN ELOPER r v a•�s s d COMMERCIAL DE8 GN-BUILDERS 5599 SAN FELIPI ', SUITE 1440 HOUSTON, TE 'CAS 77056 PHONE (713 789-2529 FAX (713)7 32-3755 www.claydevell pment.com TEXAS BOARD OF PROFE ;SIONAL ENGINEERS REGISTRATION It F-004975 PROP. 6" SA NITARY F.M. TSHEET ITLE: STA. 8+C D TO END SCALE: H:1"=20' ; V:1"=2' -IEET NO: C292 PRJ NAME: PORT MODAL CENTRE DATE: MARCH 7,2011 OWN BY: PAT R. CHKD BY: BRAD C. EXIST. SAN. SWR, TO BE ABANDONED IN PLACE EXIST. 10" WATERLINE ABANDONED IN \ IN PLACE PROP. 10" PLUG o PROP. PRIVATE 1-10" T.S.&V. (STAINLESS STEEL) 6" FIRE LINE 1-10"x12" REDUCER 2-450 BENDS (MECHANICAL JOINT BENDS w/RESTRAINT GLANDS) Lr—EXIST. 20' U.E. ]�NVNIa�d0 )d13 �lId 4 MAT C LIN SANITARY r1+00 �\ 30' B.L. ` �SE.�� E TA. c5� MAIN E'T 10, SAN. \ _T SWR. ESMT. E E -15' SAN. SWR. ESMT. PROP. 2110 L.F.I12 WATERLINE ` Q PROP. 10 W.L.E.----------�5 (TYP-)------------------- `z -------------------------------- ----------___ (BLUE C-900 PVC) -- 2+00 3+00 4+00 - - - - 5+00 Y^' 0 E E\ E E \ EXIST. 10" WATERLINE) TO REMAIN _E_ E�E_ _ E _ E �E _ E E E EXIST. 10' C.P. ESMT. S72053'56"E 767.63' EXIST. POWER POLES (TYP.) E E E E E E E —S E - E E _ E E_ E i EXIST. ELEC. E E E I E E —� EXIST. 2' DIA CONC. POLE E �- EXIST. RAIL EXIST. 6' SAN. SWR. FOR TO REMAINE MAIN 2-45' BENDS (MECHANICAL JOINT BENDS w/RESTRAINT GLANDS) m 24 24 22 22 NAT. GROUND 20 20 ����4�� _ a O ' O -10"x12" REDUCER 18 o' w ¢' ' + 1 8 - (A W PROP. 118 L.F. 2" WATER INE ' LCJ U W 1� LO (BLUE -900 PVC PROP. PRIVATE � 6" FIRE LINE W 16 - - - - w z 14 14 EXIST. 0" WATERLIN (N) PR P. 2118 .F.-12" WATERLINE (BL E C-900 PVC) I ��'' 12 i 12 10 10 8 8 6 6 1 +00 2+00 3 -+-- 0 0 4+00 5+00 5+00 PROJECT: WASTEWATER & WATERLI IE RELOCATION FOR: PORT MODA L CENTRE 1400 STATE HIGHI /AY 146 NORTH LA PORTE, rX. 77571 Tom' Serf acinto BRL' I o p •'_*-.,.. 0 KEY MAPS IN4 +Kcrti4':K.ifix d1VsP � . PROJECT- ,` F , L OCATION �— s 1 MORCA POINT TEN a I 51 ff 'y I a SOUTH pp y �+ FAIR $ LA 001 I i lO I I _ `x T VICINITS MAP KEY MAP: 1540-T REV ISSUE DATE DESCRIPTIO I 0 03/07/11 ISSUE FOR PERMIT 1 03/29/11 REVISED PE R CITY COMMENTS LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LC 'ATED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No. 3: AND THE ENOCH BRINSON SURVEY, ABSTRACT No.: CITY OF LaPORTE, HARRIS COUNTY, TEXAS. BENCHMARK: TROPICAL STORM ALLISON REC DVERY PROJECT BENCHMARK RM NO.020185, EL -V. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMF RK'S (TBM'S): TBM "A" - A SQUARE CUT ON TH : WEST SIDE OF CONCRETE HEADWALL SOUTH OF THE RAIL 2OAD TRACKS ON THE NORTHEAST CORNER OF THE S 1BJECT SITE. ELEV.=17.67' FLOODPLAIN INFORMA ION: BY GRAPHIC PLOTTING ONLY, T 1E SUBJECT PROPERTY LIES WITHIN ZONE "X", AREAS DETEI MINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOPIL .IN AS DEFINED BY THE FEDERAL EMERGENCY MANAGI MENT AGENCY FLOOD INSURANCE RATE MAP NUMBEI 48201CO945L DATED JUNE 18, 2007. UNDERGROUND UTILIT ' NOTE: CONTRACTOR SHALL VERIFY LO ;ATION OF UNDERGROUND UTILITY LINES E ( CONTACTING THE HOUSTON AREA UTILITY COORD VATING COMMITTEE AT 1-800-245-4545 FORTY EIGHT 48) HOURS BEFORE BEGINNING WORK. ,v OF rXtt rS�P.•• :.yfiZ i��• '•'kit 0* is1� i BRADLEY F. OFFMAN i ,.................... . . 0 fo OWNER/DE1 'ELOPER AV .. COMMERCIAL DE: IGN-BUILDERS 5599 SAN FELIPI :, SUITE 1440 HOUSTON, TE <AS 77056 PHONE (713 789-2529 FAX (713)7 32-3755 www.claydevelt pment.com TEXAS BOARD OF PROFE 3SIONAL ENGINEERS REGISTRATIOI` # F-004975 PROP. 1211 ` WATERLINE TSHEET ITLE: STA. 1+00 To STA. 5+20.09 SCALE: H: 1 "=20' ; V: 1 "=2' ! -IEET NO: CIO PRJ NAME:PORT MODAL CENTRE DATE: MARCH 7,2011 DWN BY: PAT R. CHKD BY: BRAD C. N 4�7 C� yl Q) 50' B.L. EXIST. GAS DDOD 01 18 L F , 1 9" WATERLINE EXIST. GAS PIPELINE I- — — — — — — — — — — — — — — — — — — — — — PROP. 10' W.L.E. 5' (TYP.) (BLUE C-900 PVC) PL MARKER —7-+0-0 — —EXIST.—POWER -POLES (TvP7 — — — — — — — — — — — — — d-+ 1 60 . ................. ... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — GAS — CiAS — — — — — — — — — — — — ----E — — — — — — — ----E F E E E E E F -#� - E— � E F E . -L- --. :17-- — E — E - E7 ))w 1008.76 0602427 )7 w N0300311 N 0301317 EXIST. 5' H.L.&P. ESmT. N03007PO21)E 130-22' 58.74' 60.00 EXIST ELEC. 7 STATE HWY 146 FEEDER (WIDTH VARIES) EXIST. ASPHALT m 01 tR 0 WIN w 24 24 r-NAT. GROUND 22 22 20 20.— 18 01 Lu > o CDO +C\218 1 PROP (BLUE (BLUE , 118 L.F.-12" NI-900 PV0 WATERLINE �PRCP. (BLtJE 2118 LF.-12" C-900 WATERLINE PVC) C-) E--- U)w co r-.-, CO 16 14 1 2 16 LO z w 14 12 10 10 8 8 6 . . ............ .................. 6 5+00 6+00 7+00 8+00 9+00 PROJECT: WASTEWATER & WATERMIN ,' RELOCATION FOR: PORT MODAj CENTRE 1400 STATE HlGHV AY 146 NORTH LA PORTE,' X. 77571 t 4 i641 li Q 0 (D KEY, MAPS INr- 7010 F R!OJECT 0' T CAON L )CATION TI MORGAl p POINT # TEMP i 0 j '150UTH LAPO� TE FAIR VICINITY MAP Y*,F,Y NL4LP4 540-T ISSUE DATE DESCRIPTIOI 03/07/11 ISSUE FOR IERMIT rREV 03/29/11 REVISED PE ! CITY COMMENTS LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LO ;ATED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No. 31 AND THE ENOCH BRINSON SURVEY, ABSTRACT No. 5 CITY OF LaPORTE, HARRIS COUNTY, TEXAS. BENCHMARK: TROPICAL STORM ALLISON REC )VERY PROJECT BENCHMARK RM NO. 020185, EL :V. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMP RK'S (TBM'S): TBM "N'- A SQUARE CUT ON TH : WEST SIDE OF CONCRETE HEADWALL SOUTH OF THE RAIL ZOAD TRACKS ON THE NORTHEAST CORNER OF THE S JBJECT SITE. ELEV.=17.67' FLOODPLAIN INFORMNION: BY GRAPHIC PLOTTING ONLY, I -IE SUBJECT PROPERTY LIES WITHIN ZONE 'W', AREAS DETEI MINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOPL, IN AS DEFINED BY THE FEDERAL EMERGENCY MANAGI MENT AGENCY FLOOD INSURANCE RATE MAP NUMBEf 48201CO945L DATED JUNE 18,2007. UNDERGROUND UTILIT'NOTE: CONTRACTOR SHALL VERIFY LC 3 ATION OF UNDERGROUND UTILITY LINES E (CONTACTING THE HOUSTON AREA UTILITY COORD MATING COMMITTEE AT 1-800-245-4545 FORTY EIGHT 48) HOURS BEFORE BEGINNING WORK. OF 1p I 01 .............. ......... 40 BRADLEY F. :OFFMAN iO .................... 1059. 0 OWNER/DE'IELOPER COMMERCIAL DE IGN-BUILDERS 5599 SAN FELIP:-:7 SUITE 1440 HOUSTON, TE XAS 77056 PHONE (71`11789-2529 FAX (713) 1 82-3755 www.claydevel )pment.com TEXAS BOARD OF PROM SSIONAL ENGINEERS REGISTRATIO1 # F-004975 0 SHEET PROP. 1211 WATERLINE TITLE: STA. 5+20.01 TO STA. 9+00 SCALE: H:1"=20' ; V:1"=2' MEET NO: C3*1 PRJ NAME:PORT MODAL CENTRE DATE: MARCH 7,2011 OWN BY: PAT R. CHKD BY: BRAD C. PROJECT: WASTEWATER & WATERLI IE RELOCATION FOR: PORT MODA L CENTRE 1400 STATE HIGIP SAY 146 NORTH LA PORTE, rX. 77571 � Sire achita 73ab• #` N � �rl— .r 'OKEY MAPS INC. � ; )ROJECT I OCATION ' r I :MORGA i POINT I i "-- TEN q t 3 1 ¢ SOUTH g� per? = A �F"" j i s E Q z 2' FAIR , VICINITI MAP KEY MAP 1 540-T REV ISSUE DATE DESCRIPTIO I 0 03/07/11 ISSUE FOR PERMIT 1 03/29/11 REVISED PI R CITY COMMENTS LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LC DATED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No. 3: AND THE ENOCH BRINSON SURVEY, ABSTRACT No.: CITY OF LaPORTE, HARRIS COUNTY, TEXAS. BENCHMARK: TROPICAL STORM ALLISON RE( DVERY PROJECT BENCHMARK RM NO.020185, EL --V. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMi RK'S (TBM'S): TBM "A"- A SQUARE CUT ON TH : WEST SIDE OF CONCRETE HEADWALL SOUTH OF THE RAIL 2OAD TRACKS ON THE NORTHEAST CORNER OF THE S JBJECT SITE. ELEV =17.67' FLOODPLAIN INFORMA' •ION: BY GRAPHIC PLOTTING ONLY, l 1E SUBJECT PROPERTY LIES WITHIN ZONE "X", AREAS DETEI MINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOPL..IN AS DEFINED BY THE FEDERAL EMERGENCY MANAGI MENT AGENCY FLOOD INSURANCE RATE MAP NUMBEF 48201CO945L DATED JUNE 18, 2007. UNDERGROUND UTILIT ' NOTE: CONTRACTOR SHALL VERIFY LO :ATION OF UNDERGROUND UTILITY LINES E r CONTACTING THE HOUSTON AREA UTILITY COORD VATING COMMITTEE AT 1-800-245-4545 FORTY EIGHT 48) HOURS BEFORE BEGINNING WORK. OF � dr : • . yt tf i BRADLEY F OFFMAN i I.................... �f 1059� l �i +t�� pFGrSTE E� ��i OWNER/DE) "ELOPER COMMERCIAL DE.' IGN-BUILDERS 5599 SAN FELIPI :, SUITE 1440 HOUSTON, TE 'CAS 77056 PHONE (713 789-2529 FAX (713)7 32-3755 www.claydevell pment.com TEXAS BOARD OF PROFE 3SIONAL ENGINEERS REGISTRATION It F-004975 PROP. 1211` WATERLINE TSHEET ITLE: STA. 9+0010 STA.14+00 SCALE: H: 1 "=20' ; V. 1 "=2' iEEf NO: PRJ NAME:PORT MODAL CENTRE C12 DATE: MARCH 7,2011DWN BY: PAT R. CHKD BY: BRAD C. PROJECT: WASTEWATER & WATERLII E RELOCATION FOR: PORT MODA L CENTRE 1400 STATE HIGIB `AY 146 NORTH EXIST. 20 U.E. LA PORTE, 'X. 77571 30' B.L. ,,I EXIST. 10' H.L.&P. ESMT. ... v� I111 .. .................. :,:.':.:: dart STA. 16+60„00 1( Nil Rar 1 -F.H. aa, " O KEY MAPS INC 1 -12x6" TEEI - 1 -6" G.V. 1 700 1 R0JECT 1 -12" G.V. L CATION �--. 50' B.L. `'QoA� POIPNIT O EXIST. 6" WATERLINE--' PROP. 15'x15' W.L ��E. Y '•+ ' • ' -- �, TEN O TO BE ABANDONED (,�j E � IN PLACE I t' - - U .� � j \LJ\ _ PROP. 2118 L.F.-12 WATERLINE a a r-I PROP. 10' W.L.E. (BLUE C-900 PVC) r 5' (TYP.) EXIST. F.H. TO BE I I PsOuTli CD '---- - - --- -- - - - ------ - — ABANDONED AND_REM_OV_ED_ -- --- - �� AIR'` LAPOATE Q iI 15+00 16+00 POWER POLE 17+00 x' F Q y z a VICINITN MAP EXIST. 12" WATERLINE x \_: KEY MAP; 540-T E - ---- E E E E E E E E E E E E E E E �� &4; -64S•---- S — — A 5— GAR 6 C#s {fls S— ��rA -- —6�°�- —Cars — AS S �-6AS LLL �. --1 %8 '17"W- - 1008.76' - - _ -- - REV ISSUE DATE DESCRIPTI01 EXIST. 5' H.L.&P. ESMT. EXIST. GAS r, EXIST. POWER POLES (iYP.) - --- ----- - -- - - PIPELINE \c2 ,....a 0 03/07/11 ISSUE FOR DERMIT F+ 1 - �+ � - k 1 03/29/11 REVISED PE 2 CITY COMMENTS EXIST. CONCRETE STATE HWY 146 FEEDER ` LEGAL DESCRIPTION: I A 14.8252 ACRE TRACT OF LAND LC ATED IN THE JOHNSON (WIDTH VARIES) HUNTER SURVEY, ABSTRACT No. 3: AND THE ENOCH BRINSON SURVEY,ABSTRACT No. E CITY OF LaPORTE, HARRIS COUNTY,TEXAS. BENCHMARK: TROPICAL STORM ALLISON REC )VERY PROJECT BENCHMARK RM NO. 020185, EL V. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMP RK'S (TBM'S): RO1 • „ WATE�INE TBM " -A SQUARE CUT TH :WEST SIDE CONCRETE HEAD W WALL SOUTH OF THE RAIL OAD TRACKS ON THE NORTHEAST CORNER OF THE S JBJECT SITE. ELEV.=17.67' FLOODPLAIN INFORMIV ION: BY GRAPHIC PLOTTING ONLY, T iE SUBJECT PROPERTY LIES 2 42 4 0.2% ANNU WITHIN AL AREAS UAL CHANCEFLOOPL, IN TO THE AS DEFINED BY THE FEDERAL EMERGENCY MANAGI MENT AGENCY FLOOD INSURANCE RATE MAP NUMBEF 48201CO945L DATED JUNE 18, 2007. 22 NAT. GROUND 22 UNDERGROUND UTILIT ' NOTE: /\ \ \ CONTRACTOR SHALL VERIFY LO ;ATION OF /� /� /�/ UNDERGROUND UTILITY LINES E ' CONTACTING THE HOUSTON AREA UTILITY COORD VATING COMMITTEE 20 0 20 AT 1-800-245-4545 FORTY EIGHT 48) HOURS BEFORE l6 BEGINNING WORK. O + � - 18 � c� � 2 18 CD PROP. 6" F.H. LAD �' see .• 9slti - NW 16 w - - - - - - - - - _ ♦ BRADLEY F. OFFMAN WI.............. . .. f-b 4 1059. ) .'�� ' I . cj 'h� E�� CAI �~r W PROP. 2118 L.F. 12" WATERLINE ' 1-1 ( i ����" 14 w (BLUE C-900 PV ) 14 U) OWNER/DE` 'ELOPER 12 .. fE!L 12 COMMERCIAL DE: IGN-BUILDERS 5599 SAN FELIP :, SUITE 1440 1 0 1 0 HOUSTON, TE KAS 77056 PHONE (713 789-2529 FAX (713)7 32-3755 www.claydevel pment.com 8 8 TEXAS BOARD REGISTRAT OE # 004975 ENGINEERS PROJECT: WASTEWATER & WATERLI IE RELOCATION FOR: PORT MODA L CENTRE 1400 STATE HIGHi JAY 146 NORTH LA PORTE, EX. 77571 Sari .,. ) t refu 73ae• I N a$ 'rjRni O KEY.MAPS INC 1 700 I ROJECT k�5 PROP. 6" SANITARY $ r L FORCE MN MAIN 1 � `3� ♦ I 4 o I- 1 IIl1d .4 EXIST 3" WATER I ( POIN 1 0 0 E WELL PLUGGED EXIST 3 WATER WELL (PLUGGED ExiSr. WATER EXIST. 6" SAN. SWR. r m TO BE A8AND0 D TO BE ABANDONED nTEN ® IN PLACE IN PLACE k' , ''\ s v _ - TR5P. 2 Cr "—WATERLINE —SRFSML _ \ a SIGN PROP. 10' W.L.E. 5' (TYP.) ( LUE C-900 PVC) �� � a I �?soure - -�---_��- -- - - - ------ ------ --- ----- -------- ----� - ------ -- ---- -- ---- - FAIR ' \LA 1 18+00 19+00 �- - - - - - -20+00-- - - ---- - ------ -- ---21+00 ------- -- ---- -- - ----- - - 22+00 — \ / �. ld ITE Q y e — --- — — — — i— — — — — — —r — — — — — VICINITS MAP - _f_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP. 10" PLUG KEYMAP540-T f I�EXIST. 12" SAN. SWR. TO REMAIN �- - --E- - F � - - E - - - -E- - - -€ E— —� - -E Fr — r—E _ _ S86°56 4 W 499.76 �Exls . ELEC. HIGH BAN i\ xIST. POWER POLES (TYP.) I REV 103/07/11E OUERIFOIR HERMIT EXIST. 70' H.L.&P. ESMT. I 1 03/29/11 REVISED PE 2 CITY COMMENTS 2-45 BENDS (MECHANICAL JOINT BENDS H.C.F.C.D. CONCRETE SLOPE PAVING w/RESTRAINT GLANDS) .-, ,-, 0-00 EXIST. 10" WATERLINE--- I LEGAL DESCRIPTION: TOE TO REMAIN A 14.8252 ACRE TRACT OF LAND LC :ATED IN THE JOHNSON HUNTER SURVEY, ABSTRACT No.3: AND THE ENOCH BRINSON SURVEY, ABSTRACT No. 5 CITY OF LaPORTE, 1 -10" T.S.&V. (STAINLESS STEEL) HARRIS COUNTY,TEXAS. 1 -10"x12" REDUCER BENCHMARK: TROPICAL STORM ALLISON REC )VERY PROJECT BENCHMARK RM NO. 020185, EL V. 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. TEMPORARY BENCHMA RK'S (TBM'S): PROP. 12 ' ' WATERLINE HEM " -A SQUARE CUT A WEST SIDE CONCRETE HEADWALL SOUTH OF THE RAIL :OAS TRACKS ON THE NORTHEAST CORNER OF THE S IBJECT SITE. ELEV.=17.67' FLOODPLAIN INFORMA- ION: BY GRAPHIC PLOTTING ONLY, T IE SUBJECT PROPERTY LIES WITHIN ZONE "X", AREAS DETEF MINED TO BE OUTSIDE THE 24 2 4 0.2% ANNUAL CHANCE FLOOPU IN AS DEFINED BY THE FEDERAL EMERGENCY MANAGE VENT AGENCY FLOOD INSURANCE RATE MAP NUMBEF 48201C0945L DATED JUNE 18, 2007. 22 AT. GROUND 22 UNDERGROUND UTILIT` NOTE: CONTRACTOR SHALL VERIFY LO' ATION OF UNDERGROUND UTILITY LINES B ' CONTACTING THE 20 HOUSTON AREA UTILITY COORDI DATING COMMITTEE 2 O AT 1-800-245-4545 FORTY EIGHT 118) HOURS BEFORE Ir o BEGINNING WORK. w LO o O 18 + O F 18 PRO 12" - EXIST. 10" W TERLINE *S�P��OF.i .��� t WATERLINE -- S* *ttS 16 - -' ♦ BRADLEY F. ( )FFMAN N 16 ,............... ..... W I ��~r l� . ,P 10594 :z$ t�1Sj ... 1� ON 14 14 1 -10"x12' REDUCER OWNER/DE\ ELOPER U E- 12 I 12 ICOMMERCIAL DES GN-BUILDERS 5599 SAN FELIPE , SUITE 1440 1 0 1 0 HOUSTON, TE. AS 77056 PHONE (713: 789-2529 FAX (713)7; 2-3755 . II N o www.claydevelc )ment.com 8 z II > � 8 TEXAS BOARD OF PROFS: SIGNAL ENGINEERS REGISTRATION P F-004975 U > N TITLE: PROP. 12" 1 VATERLINE J 6 STA. 17+61 .44 TO END SCALE: H: 1"=20' ; V: 1"=2' S !EST NO: 18 + 00 19 + 00 20 + 00 21 + 00 22 + 00 PRJ NAME:PORTMODALCENTRE DATE: MARCH 7,2011 2 •� DWN BY: PAT R. J CHKD BY: BRAD C. PROJECT: WASTEWATER & WATERLINE I ELOCATION FOR: PORT MODAL ) ;ENTRE 1400 STATE HIGHWA' ' 146 NORTH SANITARY SEWER SYSTEM CONSTRUCTION NOTES SANITARY SEWER SYSTEM CONSTRUCTION NOTES (CONT.) GENERAL NOTES , 77571 STORM SEWER NOTES LA PORTS TX� ELEVATION ON SANITARY SEWER MANHOLE RIMS SHALL BE 6 INCHES 25 ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY STATIONS EXCEPT 1. SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS, THE 1 ALL STATIONS ARE CENTER LINE OF STREET RIGHT-OF-WAY STATIONS EXCEPT - FINISHED CONTRACTOR SHALL RESTORE EXISTING FACILITY (I.E. PROPERTY) EQUAL TO t ABOVE FINISHED GRADE WITHIN UTILITY EASEMENTS OR STREET SANITARY SEWER STATIONING IN REAR AND SIDE LOT EASEMENTS. THIS OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. WHERE STORM SEWER IS IN SIDE LOT EASEMENTS: THIS STATIONING IS BASED Sat , RIGHT-OF-WAY. CLEAN FILL SHALL BE ADDED AND SLOPED FROM MANHOLE RIM. STATIONING IS BASED ON CENTERLINE OF PIPE. ON CENTERLINE OF PIPE. ) w TSat a jh � � Bat .�+f• tt IMIJIl 2' CONTRACTOR SHALL MARK LOCATION OF AND MAINTAIN RECORDS OF STUB, 26, ALL SEWERS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE 2. THE LOADING AND UNLOADING OF ALL PIPE VALVES, HYDRANTS, MANHOLES STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF LA N' AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE 2. STACKS, AND END OF SERVICE LEAD LOCATIONS, WITH WIRE LOOPS AND 2" CONSTRUCTED IN ACCORDANCE WITH THE LATEST REVISION OF THE TEXAS PORTE STANDARD DETAILS SHALL BE OBSERVED. 0 KEY=MAPS'INC . P.V.C. PIPE. COMMISSION ON EVIRONMENTAL QUALITY"RULES AND REGULATIONS FOR MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE ` PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE ALL STORM SEWER 1 AN LARGER TO BE REINFORCED CONCRETE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS 3. 8" D RUBBER , ' # PRI 7ATI0NjL-- FOR 3. WATER LINES AND SANITARY SEWER LINES SHALL BE INSTALLED IN SEPARATE THE LATEST REVISIONS AND/OR AMENDMENTS OF SAME SHALL BE OBSERVED PUBLIC WATER SYSTEMS," CITY OF LA PORTE, STANDARD DETAIL SHEETS AND. GASKET PIPE, A.S.T.M. C-76 CLASS III, INCLUDING INLET LEADS CROSSING ALOE TRENCHES. MATERIALS AND EQUIPMENT. UNDER EXISTING OR PROPOSED PAVEMENT. 27. ALL SANITARY SEWER MANHOLES TO BE CITY OF LA PORTS STANDARD f i '� 4" GREEN C-900 PVC PIPE POLYVINYL CHLORIDE) SHALL BE USED FOR FORCE MAIN MANHOLE FOR SANITARY SEWER CONSTRUCTION UNLESS OTHERWISE NOTED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND ( PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE 4. REINFORCED CONCRETE PIPE STORM SEWER SHALL BE INSTALLED, BEDDED ��oAD POINT AND SCHEDULE 40 PVC BE USED FOR TAP CONNECTIONS. AND SHALL BE LOCATED A MINIMUM OF 3 BACK OF CURB. AND BACKFILLED IN CONFORMITY WITH CITY OF LA PORTE STANDARD DETAIL CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SHEETS. BACKFILL UNDER OR WITHIN 1' ONE FOOT) OF EXISTING OR I P 28. FINAL ELEVATION ON SANITARY SEWER MANHOLE RIMS SHALL BE 6" ABOVE SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER PROPOSED PAVEMENT WITH CEMENT STABILIZED SAND (1%2 SACKS PER CUBIC WORKING HOURS, UNTIL PROJECT COMPLETION. TEN 5 ALL PVC PIPE (ALL TYPES AND SDR/DR WALL THICKNESS TO BE USED) SHALL FINISHED GRADE WITHIN STREET R.O.W. AND 6" ABOVE NATURAL GROUND YARD MIX). ALL NORMALLY SUBMERGED STORM PIPE SHALL BE RUBBER § ss CONFORMED TOWITHIN EASEMENTS. WHEN NOT LOCATED IN PAVED AREAS CLEAN FILL SHALL GASKET N z HAVE RUBBER GASKET EQUIPPED BELL AND SPIGOT JOINTS CONF 47 4. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS ASTM D-3213, THE GASKET MATERIAL SHALL CONFORM TO ASKT F-477, SOLVENT BE ADDED AND SLOPED AWAY FROM MANHOLE RIM FOR STORM WATER NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES DURING ALL < I ' WELDED JOINTS WILL NOT BE APPROVED FOR CITY SEWER LINES. DRAINAGE. PHRASES OF CONSTRUCTION, AS PER O.S.H.A. REQUIREMENTS. 5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 6" (SIX INCHES) CLEARANCE AT o i { ;SOUTH STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 1 FOOTPORTQ Z3 cl ALL DUCTILE IRON PIPE SHALL BE 150 PSI, WITH EIGHT (8) MIL. BLACK VIRGIN 29. EACH SEWER LEAD, WYE AND STACK SHALL BE MARKED WITH A RISER, SEALED (TWELVE INCHES)AT STORM SEWER AND SANITARY SEWER CROSSINGS. LA O NI z 6. POLYETHYLENE WRAP AS SPECIFIED IN ANSI/AWWA C1015IA21.3. AT THE END WITH A GLUED CAP, AT THE TIME OF CONSTRUCTION. IT WILL BEGIN 5. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL CONFORM TO THE AT THE FLOW LINE OF THE STUB AND EXTEND 2' (TWO FEET) ABOVE FINISHED CITY OF LA PORTE STANDARDS. IF ANY OF THE TEST RESULTS DO NOT MEET 6. ALL STORM SEWER MANHOLES SHALL BE CITY OF LA PORTE TYPE "C" UNLESS VICINITY 1% IAP 7 SANITARY SEWER MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE GRADE. IT SHALL BE LABELED (SIZE) SEWER LEAD AND BE MAINTAINED PLUMB THE TESTING STANDARDS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE OR REPLACE SUCH MATERIAL SO THAT THE TESTING STANDARDS CAN OTHERWISE NOTED AND SHALL BE LOCATED A MINIMUM OF 3' BACK OF CURB. KEY MAP# � - WITH THE CITY OF LA PORTE DESIGN STANDARDS. CONTRACTOR TO FURNISH AND IN GOOD CONDITION THROUGHOUT THE REMAINDER OF THE PROJECT, AND TEST PLUGS AND RISERS (NO SEPARATE PAY). ALL SEWER LINES TO BE AIR SHALL BE PAINTED WHITE. RE MET. 7. ALL INLET TYPE TO BE CLEARLY NOTED AND GRATE TYPE INLETS SHALL BE FINISHED REV ISSUE DATE DESCRIPTION TESTED IN ACCORDANCE WITH THE CONTRACT AND DESIGN SPECIFICATIONS. EQUIPPED WITH CAST IRON GRATES. 30. FOR DETAIL OF SANITARY SEWER CROSSING AT WATER LINE, SEE CHAPTER 3 6. ALL FINISHED GRADES SHALL VARY UNIFORMLY BETWEEN 0 03/07/11 ISSUE FOR PE MIT MAINTAIN 12-INCH MINIMUM CLEARANCE BETWEEN ALL STORM SEWERS, AND OF PICM. ELEVATIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL 8 1 03/29/11 REVISED PER ITY COMMENTS CULVERTS UNLESS OTHERWISE APPROVED. EXISTING UTILITES PRIOR TO EXCAVATION. 31. ALL SANITARY SEWER MANHOLE COVERS MUST INCLUDE ONLY THE WORDS 7. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL"POINTS OF g SEWER TRENCHES UNDER OR WITHIN ONE (1) FOOT OF PROPOSED OR FUTURE "SANITARY SEWER"AND THE EMBLEM OF THE CITY OF LA PORTE. CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY g, MINIMUM STORM SEWER SIZE IS 18" INCH DIAMETER IN PUBLIC R.O.W. & SPECIFIED,TO WITHIN ONE (1) FOOT OF SUBGRADE. BEDDING WILL BE CLASS 32. ALL SANITARY SEWER LEADS SHALL EXTEND TO THE R.O.W. LINE. 8. TOP OF FOUNDATION (SLAB) SHALL BE A MINIMUM OF 12" ABOVE TOP OF CURB "AA"WHERE CEMENT STABILIZED SAND BACK FILL IS USED FOR SANITARY 10. ALL STORM SEWER MANHOLE COVERS MUST INCLUDE THE WORD"STORM LEGAL DESCRIPTION: SEWERS. INCLUDE COST OF BACKFILL IN UNIT PRICE BIO PER LINEAR FOOT OF 33. 6" IS MINIMUM DIAMETER OF SEWER LINES FOR COMMERCIAL BUILDINGS. AND/OR 18" ABOVE THE CROWN OF ROAD IN ROADSIDE DITCH CONSTRUCTION SEWER. AREAS OR 2'ABOVE 100 YR FLOOD ELEVATION, WHICHEVER IS HIGHER. A 14.8252 ACRE TRACT OF LAND LOCH ED IN THE JOHNSON PIPE. 34. LIFT STATION, CONTROLS, PUMPS AND FLOATS SHALL BE INSTALLED 11. CULVERTS MUST MATCH EXISTING FLOW LINES. HUNTER SURVEY, ABSTRACT No. 35 AP )THE ENOCH 10. WATER LINE/SANITARY MANHOLE AND SANITARY SEWER SEPARATION, UNLESS ACCORDING TO MANUFACTURER'S RECOMMENDATION. 9. THE CONTRACTOR SHALL NOT UNLOAD ANY TRACK-TYPE CONSTRUCTION BRINSOHARRIS N SURVEY,ABSTRACT No. 5, Cl Y OF LaPORTE, SANITARY SEWER MANHOLES AND THE CONNECTION SEWER CAN BE MADE MACHINERY ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING COUNTY,TEXAS. WATERTIGHT AND TESTED FOR NO LEAKAGE, MUST BE INSTALLED SO AS TO 35. SANITARY SEWER LINES MUST HAVE AT LEAST 10' (TEN FEET) CLEARANCE FROM PAVEMENT OR CURB DURING ANY PROJECT. WATER DISTRIBUTION NOTES HCAD: 1400 027-083-000-0001 PROVIDE A MINIMUM OF 10 FEET OF HORIZONTAL CLEARANCE FROM AN WATER LINES. EXISTING OR PROPOSED WATER LINE. WHERE THE 10 FOOT SEPARATION 10. IF IT IS PERMISSIBLE TO USE A BACK HOE FOR TRENCH EXCAVATION IN LIEU OF 1. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY STATIONS EXCEPT BENCHMARK: DISTANCE CANNOT BE ACHIEVED, FOLLOW GUIDELINES FOUND IN CHAPTER 4 36. PRIOR TO CITY ACCEPTANCE, ALL SANITARY SEWER LINES SHALL BE VIDEO A TRENCHING MACHINE. WATER LINE STATIONING IN SIDE LOT EASEMENTS. THIS STATIONING IS BASED TROPICAL STORM ALLISON RECO\ =RY PROJECT OF PICM SPECIAL PROCEDURES. TAPED, AIR TESTED AND A MANDREL PULLED. VIDEOTAPES SHALL BE PROVIDED ON CENTERLINE OF PIPE. BENCHMARK RM NO. 020185, ELEV 21.64 FEET, NAVE) 88, TO THE CITY OF LA PORTE. 11. CONTRACTOR SHALL NOTIFY CITY OF LA PORTE PUBLIC IMPROVEMENTS COORDINATOR AT 281-471-9650 TO HAVE AN INSPECTION. 2. WATER MAINS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE 2001 ADJUSTMENT. 11. ALL PROPOSED GRAVITY SANITARY SEWER LINES SHALL BE DUCTILE IRON OR STANDARD DETAIL SHEETS. SDR 36 PVC PIPE, NON-PRESSURE PVC MAY NOT BE SUBSTITUTED FOR D.I.P. OR C-900 (DR 16 ONLY) PVC. PAVING NOTES 12. THE CITY OF LA PORTS REQUIRES 48 HOURS NOTICE PRIOR TO COMMENCING WORK IN THE CITY'S R.O.W. 3. ALL FLUSHING VALVES ARE TO BE LOCATED AS SHOWN ON PLANS AND SETS' TEMPORARY BENCHMAR :S (TBM'S): 12. BEDDING FOR ALL TYPES OF SANITARY SEWER PIPE SHALL BE CLASS"AA" AT 1. 6"-5 SACK, 3000 PSI REINFORCED CONCRETE WITH #4 BARS, 24" C-C OR#3 (THREE FEET) BEHIND BACK OF CURB OR AT APPROVED LOCATIONS. TBM "A" -A SQUARE CUT ON THE EST SIDE OF CONCRETE ALL DEPTHS (NO SEPARATE PAY). BARS, 18" C-C. IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR 13. CONTRACTORS CANNOT USE THE CITY'S R.O.W. FOR STORAGE OF HEADWALL SOUTH OF THE RAILRC 4D TRACKS ON THE THRU TRAFFIC WAYS FOR LOCAL RESIDENTIAL STREETS. CONSTRUCTION MATERIALS. 4. ALL WATER MAINS TO HAVE MINIMUM OF 4' (FOUR FEET) COVER FROM NORTHEAST CORNER OF THE SUE IECT SITE. ELEV=17 67' PROPOSED TOP OF CURB WHEN CONSTRUCTED IN STREET RIGHT-OF-WAY AND 13. FOR ALL PVC PIPE, USE MANHOLE WATER STOP GASKET AND CLAMP ASSEMBLY AT MANHOLE CONNECTIONS (NO SEPARATE PAY). 2. 7"- 5 SACK, 3000 PSI REINFORCED CONCRETE WITH #4 BARS, 24" C-C IS THE 14. ALL BACKFILL SHALL BE ENGINEERED TO 95% STANDARD PROCTOR DENSITY 4' (FOUR FEET) COVER FROM FINISHED GRADE WHEN CONSTRUCTED WITHIN MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR COLLECTOR STREETS. AND BE TESTED BY AN APPROVED TESTING LAB. EASEMENTS. FLOODPLAIN INFORMATI( ►N: 14. SANITARY SEWER MANHOLES SHALL BE STANDARD TYPE, UNLESS OTHERWISE BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY LIES NOTED, AND BACK FILLED WITH CEMENT STABILIZED SAND AS SPECIFIED (NO 3. 8"-5 SACK, 3000 PSI REINFORCED CONCRETE WITH #4 BARS, 18" C-C IS THE 15. CONTACT CITY OF LA PORTE PUBLIC WORKS DEPARTMENT PRIOR TO MAKING 5. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' WITHIN ZONE "X", AREAS D QED E BE OUTSIDE THE SEPARATE PAY). ALL SANITARY MANHOLES SHALL BE AT LEST 1 FOOT ABOVE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR MAJOR THOROUGH TIE-INS TO EXISTING UTILITIES. (TEN FEET) BETWEEN WATER MAINS AND SANITARY SEWER LINES. 0.2% ANNUAL CHANCE S DETERM ETE AI(` AS DEFINED BY THE THE 100 YEAR BASE FLOOD ELEVATION OR SEALED AND VENTED TO AT LEAST FARES. ONE FOOT ABOVE THE 100 YEAR BASE FLOOD ELEVATION. SECTIONS FOR 16.WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST 6. ALL GATE VALVES TO BE COUNTERCLOCKWISE OPENING AND ALL FLUSHING FEDERAL EMERGENCY MANAGEM :NT AGENCY FLOOD PRECAST MANHOLES SHALL BE JOINED WITH RUBBER GASKET JOINTS. "RAM 4. 6"THICK, 6% DRY WEIGHT, IS THE MINIMUM LIME STABILIZED SUBGRADE FOR AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH OVER 75% OF THE VALVES TO BE COUNTERCLOCKWISE OPENINGS, VALVES TO BE LOCATED INSURANCE RATE MAP NUMBER 4 201C0945L NEK" OR SIMILAR WILL NOT BE APPROVED. THE USE OF SEALED MANHOLE PAVEMENT DRYSUBGRADE.EI HYRDROMULCHED AREA. OPPOSITE PROPERTY LINE OR R.O.W. LINE EXTENDED UNLESS OTHERWISE DATED JUNE 18, 2007. COVERS IS PERMITTED IN THE 100-YR FLOOD PLAIN. SHOWN ON PLANS. AWWA GATE VALVES WITH RESILIENT SEATS SHALL 5. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED WITHIN EACH STREET 17. 48 HOURS PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL NOTIFY BE INSTALLED. GATE VALVES SHALL BE NON-RISING STEM. UNDERGROUND UTILITY JOTE: 15. ALL FAR-SIDED LEADS SHALL BE SIX (6) INCHES OR EIGHT (8) INCHES DIAMETER RIGHT-OF-WAY PER LA PORTE'S STANDARD DETAILS. THE UTILITY COORDINATING COMMITTEE AT 223-4567. 7, ALL VALVES AND HYDRANTS SHALL BE STORED SO THAT THEY ARE CONTRACTOR SHALL VERIFY LOC/ ION OF AT 0.70% MIN. SLOPE AND SHALL BE PVC, DR 26, 150 PSI PRESSURE PIPE N TO ASTM D-2241. STUBS AND FAR-SIDED LEADS WILL BE D.I.P. 150 6. ALL INTERSECTIONS SHALL BE CONSTRUCTED WITH WHEEL CHAIR RAMPS IN 18. A REGISTERED PROFESSIONAL ENGINEER OR SURVEYOR (NOT CITY OF LA PROTECTED FROM FREEZING. ALL PIPE SHALL BE KEPT FREE OF DIRT AND UNDERGROUND UTILITY LINES BY :ONTACTING THE CONFORMI G PSI THICKNESS CL. 51, WHERE THERE IS LESS THAN THREE (3) FOOT COVER TO ACCORDANCE WITH THE GOVERNOR'S OFFICE OF TRAFFIC SAFETY PORTS ENGINEERING DEPARTMENT) SHALL APPROVE THE OTHER DEBRIS. ANY DAMAGE RELATING TO THE COATING OF THE VARIOUS HOUSTON AREA UTILITY COORDIN.TING COMMITTEE TOP OF CURBS (NO SEPARATE PAY). MEMORANDUM DATED MAY 6, 1976 (HIGHWAY SAFETY ACT- 1973 SECTION 288). CONSTRUCTION LAYOUT. MATERIALS FOR SEWER AND WATER LINE MAINS SHALL BE REPAIRED. AT 1-800-245-4545 FORTY EIGHT (41 ) HOURS BEFORE BEGINNING WORK. 16. LEADS SERVING TWO LOTS SHALL HAVE A SERVICE "WYE"WITH PLUGS (NO 7. ALL PAVING SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD 19. ALL EXCESS EXCAVATED MATERIAL SHALL BECOME PROPERTY OF THE 8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL SEPARATE PAY). THE "WYE" SHALL BE LOCATED WITHIN THE STREET DETAIL SHEETS. CONTRACTOR, AND REMOVE FROM SITE, AND DISPOSED OF IN A LEGAL EXISTING UTILITIES PRIOR TO EXCAVATION. RIGHT-OF-WAY OR ADJOINING UTILITY EASEMENT. MANNER. 8. ALL RETURNS SHALL BE IN ACCORDANCE WITH PICM AND THE LA PORTE ZONING 9. ALL SINGLE WATER SERVICE LEADS TO BE % INCH (MIN.). ALL WATER SERVICE 17. ALL PRECAST CONCRETE MANHOLES SHALL HAVE THE TOP 18 INCHES ORDINANCE. 20. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH RESIDENTS LEADS TO EXTEND TO OPPOSITE PROPERTY LINE AT COMMON LOT LINE CONSTRUCTED OF STEEL OR PRECAST PCC RINGS, SEALED INSIDE AND WHEN INTERRUPTING EXISTING SERVICES. UNLESS OTHERWISE SHOWN ON PLANS. 9. WHEN 6" CONCRETE PAVED ROADWAY INTERSECTS 7" CONCRETE PAVED OUTSIDE. 21. CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT (WHEN NEEDED) FROM 10. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES UNTIL ALL .. T I ROADWAY OR ROADWAY, 7" CONCRETE SHALL BE CONSTRUCTED TO ENDS OF ~ E E 9s 18. SANITARY SEWER LINE IN PIPE ZONE IN SIDE LOT EASEMENT SHALL BE ALL CURB RETURNS. THE CITY OF LA PORTE INSPECTION DEPARTMENT PRIOR TO CONSTRUCTION. PROPOSED WATER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED, i it. 1 BACK FILLED WITH CEMENT STABILIZED SAND (NO SEPARATE PAY). ELECTRICIAN MUST BE LICENSED BY THE CITY OF LA PORTE. ELECTRICAL DISINFECTED AND APPROVED BY THE ENGINEER. i *�I INSPECTIONS SHALL BE COORDINATED WITH THE INSPECTIONS DEPARTMENT. $.........' :' " RALEY F. CC FMAN 19• IF WET SAND IS ENCOUNTERED IN THE FIELD, USE SPECIAL BEDDING (NO 10. FAILURE TO MEET THE REQUIREMENTS THROUGH THE TESTING PROCEDURE 11. METAL WATERLINE FITTINGS TO BE DOUBLE WRAPPED WIT 6 MIL. POLYETHYLENE �1-p•. 105940 �i SEPARATE PAY). WILL RESULT IN THE REJECTION OF THAT PORTION DEEMED TO BE DEFICIENT. 22. BARRICADES SHALL BE EQUIPPED WITH ORANGE FLASHING LIGHTS. (MIN.) IN ACCORDANCE WITH ANSI/ASSA C105 REQUIREMENTS. THE PROPOSED PAVEMENT DEPTHS SHOWN ON THE PLAN DETAIL SHEETS IS �� F .rISTER ��.� 20. USE GREEN C-900 PVC PIPE FOR ALL FORCE MAINS. CONSISTENT WITH THESE NOTES AND SHALL BE USED TO DETERMINE THE 23. MANHOLES SHALL BE EQUIPPED WITH INFILTRATION INSERTS. 12. USE MATERIALS IN ACCORDANCE WITH THE PUBLIC IMPROVEMENTS CRITERIA itii�0;::F �= REQUIREMENT IN EACH CASE. MANUAL (PICM). 21. PROVIDE EBAA OR APPROVED EQUAL PIPE RESTRAINT ON UNDERGROUND PRESSURE PIPE SYSTEMS. 11. FAILURE OF PAVEMENT TO MEET THESE MINIMUM REQUIREMENTS WILL RESULT 13.WATER MAIN SIZES SHALL CONFORM TO THE REQUIREMENTS OF THE P OWNER/DENT .LOP ER IN THE REJECTION OF PAVEMENT. IMMEDIATE REMOVAL AND REPLACEMENT OF 22. IF STAKES ARE LEFT IN THE GROUND AT THE LEADS AFTER CONSTRUCTION OF SUBSTANDARD PAVEMENT SECTIONS WILL BE NECESSARY TO SATISFY THESE 14. EVERY WATER OUTLET SHALL BE PROTECTED FROM BACKFLOW. UTILITIES, THEN AN EFFORT WILL BE MADE TO PRESERVE THEM DURING PAVING REQUIREMENTS. CONSTRUCTION. HOWEVER, IF THESE STAKES ARE KNOCKED OUT FOR ANY 15. PIPE AND FITTINGS CANNOT HAVE MORE THAN 8.0% LEAD. REASON, THE UTILITY CONTRACTOR REMAINS RESPONSIBLE FOR LOCATING 12. PAVEMENTS EXCEEDING DEPTH OR STRENGTH REQUIREMENTS WILL BE AND MARKING THE FACILITIES AS DESCRIBED BELOW. ACCEPTED IF BOTH CRITERIAL MEET THE MINIMUM ESTABLISHED 16. 160 PSI AND 73° F IS THE MINIMUM WORKING PRESSURE OF PLASTIC PIPE COMMERCIAL DESI ,N-BUILDERS REQUIREMENTS. OUTSIDE OF THE FOUNDATION WALLS. 5599 SAN FELIPE SUITE 1440 23. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT RED LINES AND FLOW LINE ELEVATIONS OF ALL SERVICE CONNECTIONS AND SHALL BE PLACED 13. TRANSVERSE EXPANSION JOINTS ARE REQUIRED AT MAXIMUM SPACING OF 17. WATER SERVICE PIPE SHALL PERMANENT IDENTIFICATION MARKINGS. HOUSTON, TE> AS 77056 ON AS BUILTS PLANS AT THE COMPLETION OF THIS JOB. 40'-0", C-C WITH JOINTS AND VERTICAL CURB JOINTS TO BE SEALED WITH LIQUID PHONE (713)- 89-2529 RUBBER CONFORMING TO TXDOT ITEM 360.2 (8)c CLASS 2 (HOT POURED 18. WATER PIPE SHALL NOT BE INSTALLED OR PERMITTED OUTSIDE OF A 24. THE UTILITY CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL RUBBER) BUILDING, OR CONCEALED IN OUTSIDE WALLS OR IN ANY PLACED WHERE THEY FAX (71 3)7E 2-3755 MAY BE SUBJECT TO FREEZING TEMPERATURES, UNLESS PROVISIONS ARE www.claydevelol ment.com STACKS AND FAR SIDE LEADS AFTER THE PAVING IN THIS SECTION IS 14. EXPANSION JOINT LAYOUT FOR INTERSECTIONS SHALL BE PROVIDED BY MADE TO PROTECT THEM FROM FREEZING. COMPLETE. A a-INCH DEEP NOTCH SHALL BE CUT IN THE CURB AND PAINTED ENGINEER TO THE CITY. TEXAS BOARD OF PROFES iIONAL ENGINEERS WITH A WHITE LINE ADJACENT TO THE LEAD. REGISTRATION ; F-004975 19. FITTINGS AND VALVES SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. 15. DENSITY TEST TO BE RETAKEN IN THE EVENT OF A%2 " (ONE-HALF INCH) OR THESE RESTRAINTS SHALL BE EBAA IRON 2000 P FOR FITTINGS AND EBAA IRON SHEET GREATER RAINFALL. SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. TITLE: CONSTRU :TION 16. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTE PUBLIC WORKS 20. TAPPING SLEEVE &VALVE SHALL BE OF STAINLESS STEEL MATERIALS. NOTI ,S DEPARTMENT AT 281-471-5020. PRJ NAME:PORT MODAL CENTRE SI EEf NO: 21. CITY OF LA PORTE PUBLIC WORKS DEPARTMENT TO SPECIFY ACCEPTABLE FIRE HYDRANT MANUFACTURER AND MODEL. DATE: MARCH 7, 2011 DWN BY: PAT R. 4 CHKD BY: BRAD C. PROJECT: WASTEWATER & WATERLINE :ELOCATION FOR: PORT MODAL :ENTRE EAST JORDAN 14AAC00 STATE HIGHW F ' 146 NORTH IRON WORKS, INC. P.D. BOX 43s NOTES ON USE OF STANDARD DETAIL SAN-015 LA FORTE TX 77571 EAST JORDAN. MI. 49727 SEE TABLES 2 10 5 C 1-800-874-4100 FOR ADCEPTABI.E MNN.RPE SEE rAass z m 5 NOTES TO SPECIFIER:HALF SECTION IONI HALF SECTION UN FAX 231-536-4458 INTERSECTING LINE FOR ACCEPTABE 7" (25 mm) DIA PNl9.E FOR EACH IMa"SECBNG TABLE 3 7.' ' INDICATES TNAS A SPdO'LiL RESIGN 0R SRB UNDER PAVEMENT NATURAL GROUND O HANDLING HOLE SIZE OF%PE ANG E FOR EACH DRAWN DAZE ANG OF RPE MAIMUM ANGE AND INiER5ECN4C PIPE ID ES FOR 6'-0'DIA MANHOLE NAT LARGER YAXflOLB 578$SRdLL RR USSA� GEW 11z 2.TADLBS 2 M 6.ARE RASED ON A JUN EPAWTION 1- - 4�I OUNID LIP E10 SIZES MWBAUM INTEASECIING ANGLE 1T;?R VAIAOUS MAIN PPE ID SIZES W T PAVEMENT NATURJU. APPROVED DALE PIPE 10 SIZES DZYMIS .C DF ATE DR f.FZAW A'C N PfPd ADJL SAl da 42 45 49 01, f ___ B' 10' 15" 236"9450 S.��" MANH0LE FRAME NAIxA 54 75. 5'7 B5 be T 74 8H 74LBfA'9 d�LL�OSRfA FOR ANGLES sauceA TfAM .N.. BACIWfl w F!� FOR MAXIMUM DIAMETER 21 w 71 u n at - p KEY MAPS INC. - % Jj J"" ! TItENLI''I IDNE PER PRODUCT NO. 24 74 e0 B — 4.LURTATI0NS TO RASE NSIGIfS AAB RASED ON _�i SPECIF7CATIDNS FOR MAIN PIPES FROM STRAIGHT z7 -j-- 9 _ WA7rAINGBNOND UMACTANDA AFM wv ..,i r 1FACTO AT C1-?& SUAEdCS pND A SAFSTS --+ 7REMHrE 41816010 THROUGH TO 45" DEFLECTION pp F<croR GF t.e0. 1 700 BJiCIffILL : �i I ,I � _ S.A IS SPECIAL DESIGN IS REmun IB YANROLE v t PR' )J E C T — �" CATALOG N0. SEE TABLES 210 5 36 — GREAT R 27LIfi B FY: - c LO( ATI ON J ��✓i l IN7EFi5ECIINC�E 4T ). V-1816 TF MAIN RPE f)A'AN iE FOR EACH /// B LINE SIZE OF RPE TABLE 4 a, { _ l I _ MOR A MIMMUM ANGLE AND INTERSECTNG PIPE 0 SIZES FOR 7-0°oU MANHOLE £ Ip POINT 1 w CFA�y3r'� REF, PRODUCT DRAWINGc I['II'TIA�. 41816010 INTERSECHNC NINWUM INTERSECTING ANGLE W DE6REE5 FOR VAWOUS MED 92E5 M INCHES q0 - 40 3/4" DIA 7 1 2" RPE M SIZES BAWILL [1035mm] 38mm CHORES) 8' 10' 12' 15 18' 21' 242D 30" 33" 38' 42" 48• I [, •••,^ • [ ] EST. WT. INTERSECRNG E 35 36 39 42 44 47 49 52 54 57 55 85 71 32[ m)DIA 4 1/2" MAIN PPE I1NE RPE III - [714mm] SEE TABLE 1 FOR l0 38 40 43 43 4H 50 53 55 59 81 87 73 CEME M-STABIL�D 12 12"' SPRNG� [818mm] FRAME: 190 LBS 86kg MAIMUM DAMETER CONCREETE MANHOlECAST 12 40 48 4B 51 53 56 59 81 64 7D 78 ¢ TEN 15 +e 50 53 55 '58 91 64 6E 72 78 I* t1< SA(S S)F.NT (FAN) CMM) HAUNCHING OPEN AREA FOR MAIN PIPE WTH 45 TO 90A DEFLECTION 27 58 58 53 es 6B ss 71 77 2, e3 66 6H 71 74 79 as } 1v N/A I . II 30" DIA I) 27 m 72 78 7E 84 90 41I �1 [762mm] MAYL SPEC. TABLE t 78 es BE — I. a 1 SGUTH., BEDDING - saPORT O j SEE NOTE 4. Q MhgMUM MAIN PIPE gq 8� r O LA .'•`:'. '. '" '.:• ':"'' 323/8 DIA FRAME - GRAY IRON WANEIER C D)IN INCHES _ _ x, r.; FAIR I Q ', Vj IFF•••---- [822mm] ASTM A48 CL35 a E1ER g1ppppAUU6GH{77pp OFmF ECOa BE IEi5ED 4D s \ 45 OEFLEC770N 33 % ,8" DIA LOAD RATING 5 36 27 2 TABLE 5 VICINITY ]\ [AP TYPICALCROSS.SECTION HEAVY DUTY 7 42 76 a MINSAUM NICLE AND INIFRSECIING PIPE ID SIZES FOR 8'-0'DIA MANHOLE KEY T\/i A P{{ 5 AO-T NOTES. FRAME SECTION MACHINED SURFACE 8 60 42 5 INTERSECTING tS�ra Tr t PIPE m SIZES MINIMUM INTOi5EC0NG AN3E IN DEGREES FOR VARIOUS MAIN PIPE 10 SIZES IN INCHES (INDIES) 8 10" 12" IS' 21' 4• 27' 30' 3' 36' 48' 0' 1, THIS OETAII MAY BE USED ONLY 3. MAX TRENCH NEO IN SHALL BE NOT FOR ORY STABLE TRENCH CONDITIONS GREATER THAN MIN TRENCH YADTH » » SEE SPECIFICATION FOR REQUIREMENTS PLUS 24 INCHES, UNLESS OTHERWISE LARGER MANHOLE FRAME - C 8 30 32 34 36 38• 44 43 45 47 50 52 56 61 67 74 REV ISSUE DATE DESCRIPTION 10 3S 35 3B 40 42 44 46 48 5135 56 83 b8 77 IN OTHER CONDITIONS. NOTED. 12 38 40 42 44 6 49 51 53 55 60 65 71 79 4. MIN. BEDDING DEPTH SHALL BBE 12 INCIES. NTS TABLE 2 15 42I_44_47 48 51 53 56 58 62 67 73 et 0 03/07/11 ISSUE FOR PEI MIT 2. LLN TRENCH WDTH SHALL BE PIPE CD 18 4849 SI 53 55 58 66 6• 70 75 3 MINIMUM ANCIE AHD INTERSECiINC PIPE ID SIZES FOR 5'-0'DIA MANHOLE 1 03/29/11 REVISED PER ( TTY COMMENTS PLUS AN ALLOWANCE "R" 5. ALTERNATIVE EMBEDMENT BACKFILL21 51 53 55 57 a0 62 67 72 77 85 FOR THE NOMINAL PIPE SIZE: MATERIALS FOR FORCE MAINS MAY BE ALLOWED. IN1ERSEC11NG MINIMUM INTERSECTING ANGLE IN DECREES FOR VARIWS MAIN PIPE ID SIZES IN INCHES 24 9S 57 1 59 82 68 79 74 79 89 NOM NAL PIPE SIZE "A" PIPE D SIXES 27 61 63 89 08 73 78 83 — (INCHES) H ID" 12' 15' iW 24" 2Y 30' 33" 36' 30 67 70 72 77 B2 0718TO30" 24" 8 49 50 54 58 61 88 69 73 77 82 BSI 33 • 74 76 8'-' 68 - - OVER30" 36" 10 53 57 81 64 _21' 66 71 7679 b4 88 35 81 8$ - -12 8/ 65 6872 75 8083 as - - - - 66 7 -""" - - SANITARYSEWpYEERp�S,E�D,DIINGGA�NyD�BACKFLL 79 62 e7 9D - 54 - MR DRe V ASI.E RENOH 21 83 68 9D - _ - by NT.S• z7 LEGAL DESCRIPTION: A 14.8252 ACRE TRACT OF LAND LOCAL ED IN THE JOHNSON 36 'NOT APPLICABLE HUNTER SURVEY, ABSTRACT No. 35 AN )THE ENOCH (INTERSECTING PIPE GREATERTHAN MAIN PIPE) BRINSON SURVEY,ABSTRACT No.5, CI' Y OF LaPORTE, HARRIS COUNTY,TEXAS. HCAD: 1400 027-083-000-0001 SANITARY SEWER 5'-D'mr-O'DIAMEl RPREECASt BENCHMARK: CONCRETE MANHOLE NOTES TROPICAL STORM ALLISON RECOV TRY PROJECT N.TS• BENCHMARK RM NO. 020185, ELEV, 21.64 FEET, NAVD 88, 2001 ADJUSTMENT. NOTES: 1. SEAT MANHOLE COH STANDARD FSPECIFICATION.RAME IN SEALANT PER TEMPORARY BENCHMARI 'S (TBM'S): EASTJORDAN TBM "A"-A SQUARE CUT ON THE V1 EST SIDE OF CONCRETE 2. IF FORCE MAIN HAS BENDS WITHIN 2/FT 1 1/4" [32mm] LETTERS IRON WORKS,INC. OF MANHOLE, EXTEND RESTRAINED JOINTS P.O. BOX 439 HEADWALL SOUTH OF THE RAILRO LD TRACKS ON THE TO 25 FT MINIMUM UPSTREAM OF BEND. L EAST 800-8JORDA7,M4100727 NORTHEAST CORNER OF THE SUB, ECT SITE. ELEV=17.67' 0 FAX 231-536-4458 O 3. OMIT CEMENT MORTAR WHEN ANHOLE IS 1/2" , p p 0 usr. AN 0 °sMHN 10%7/00 LOCATED IN PAVED AREA. [13mm] 10.011M° S APPROVED DATE FLOODPLAIN INFORMATIC N: 4. MINIMUM REINFORCING IN ASE SHALL BE V-1418 SYMMETR • BY GRAPHIC PLOTTING ONLY, THE >UBJECT PROPERTY LIES AS1Y M8 G366 MANHOLE COVER WITHIN ZONE "X", AREAS DETERMI LED TO BE OUTSIDE THE 5• PRECAST RINGS SH L BE PROVIDED FORA 2 1 O (,If SECTIpFlFl). L HALPSECTIDNUNDER 0.2% ANNUAL CHANCE FLOOPLAIN %S DEFINED BY THE COMBINED ADJUS ENT HEIGHT OF AT LEAST [54mm] ® ® PRODUCT NO. UiVDER PAVEME NATURALOR"D 12", THE TOTAL EIGHT OF THE ADJUSTMENT S� (2) OPEN FEDERAL EMERGENCY MANAGEME VT AGENCY FLOOD MANHOLE DIAMETER RINGS SHALL OT EXCEED 1'-6". IT T pR PICKHOLES 41418062 PAVEMDff- ¶, 'HATAL0R0Ut0 INSURANCE RATE MAP NUMBER 4E ?01C0945L (4) 1" [25mm] DIA CATALOG N0. VENT HOLES ON 1 1/4" [32mm] LETTERS V-1418 DATED JUNE [427mm] DIA BOLT CIRCLE BOTTOM VIEW . . . PLAN VIEW REF, PRODUCT DRAWNG _ I 41418042 SUBORADE UNDERGROUND UTILITY 1' OTE: 32" DIA STANDARD MANHOLE 32 3/16" DIA EST. WT. CONTRACTOR SHALL VERIFY LOCH ION OF FRAME AND COVER SEE COH STANDARD SPECIFICATION I [818mm] [38mm] COVER 160 LBS 73kg - UNDERGROUND UTILITY LINES BY C 31NTACTING THE : PAVEMENT ` HOUSTON AREA UTILITY COORDINA INC' COMMITTEE CEMENT MORTAR PER COH iTT OPEN AREA AT 1-800-245-4545 FORTY EIGHT (48 HOURS BEFORE a a STANDARD SPPECIFICATION COVER SECTION ` N/A •r•. BEGINNING WORK. Q' a• d �7^��� MAYL SPEC, ADJUSTMENT RINGS AS `-NATURAL - REQUIRED; MORTAR AND GROUND COQ ASTTMMAA48 CL35 SEAL PER C0H STANDARD ' '` SPECIFICATION LOAD RATING 12'' 2" FRP OR PV(/ MACHINED SURFACE SCH 80 PIPE HEAVY DUTY PROPOSED 30" MIN LE 6Th MANHOLE LARGER MANHOLE COVER - "C" 't. NTS - SEE NOTE S r*S SA 2" PVC BALL VALVE FLANGED OR RESTRAINED JOINT •'• ~ 1* ..•""" .• .:*,J (TO REMAIN OPEN) MIN OF 25 FT FROM H WALL (SEE NOTE 2) / BRADLEY F. COF MAN O I.................. .. ! ` 4-- C . 105940 STABIUNDSAND iiT� F�ISTE RE; ��� FLX RESTRAINED JOINT INCREASER 7 MIN.CEMENT 1 O T' •✓,0 a r �r 2'-6" MIN •..,, .' '..: ttl SrONAL.EC PROVIDE I },:.r,,' ': .,:. .•�,, +.: hl y RESIDENT CONNECTOR SUPPORT FLANGED PVC OR FRP PIPE W/ 316 SS BOLTS NOTES& . I •] I PER ASTM C923 (TYP) FLANGE OR 1 ` I AND SUPPORTS, SIZE AS SHOWN ON PLAN & 1.%WNQ_CPMA RMITTE'IR-_I,ICASESWI ULAR CLAMPS PROFILE DRAWING WI BE PERMITTED IN CASESWHM FLOW•..- 4" MI SUIT CfS FOR ENT OWNER/DAVE .OPER 2" MIN N FI TI CAST IN PLACE G = j OTTOM OF CORROSION Y. LL TYPICAL CROSS-SECTION PRECAST FOOTNf3 F e s e Q iv R SISTENT LINER yy� EN 6^ d N N a •a TABLE 02082-07 S. TLICASI rO COMMERCIAL DESIG 'J-BUILDERS • MANHOLE DIAMETER '-0" 5'-0" 6'-0" +L.pEEp�� r �pp�y CQA7INQON IN81DE 12 aIf'I�ANFIE(itlAt- SANITARYSEWER 5599 SAN FELIPE, >UITE 1440 DISHED CONC MAXDISCHARGE SIZE 6" 14" 24" MANHOLE TYPICAL CROSS SECTION FILLET HOUSTON, TAX/ .S 77056 N.Ta PHONE (713)71 9-2529 FAX (713)78-4 •3755 FOUNDATION AND BACKFILL MATERIAL www.claydevelopl ient.Com AND PLACEMENT PER COH STANDARD SPECIFICATION TEXAS BOARD OF PROFESS DNAL ENGINEERS ELEVATION VIEW REGISTRATION# -004975 MANHOLE DETAIL (FORCE MAIN) SHEET CONSTRUCTION NTS BETA [LS PRJ NAME:PORT MODAL CENTRE SHE 'T NO: DATE: MARCH 7, 2011 R • DWN BY: PAT R. CHKD BY: BRAD C. PROJECT: SHIVICECOHCECRONNOICHI PIPE TAPPING SCHEDULE WASTEWATER & WATERLINE ELOCATION FOR: SYMMETRICAL w" '*"'' 8ERVI PORT MODAL I �ENTRE ABOUT THE M IN SHALL HAKE A MINIMUM DEPTH OF4r BE OVV IOPOFCUNBGRADE. TYPEAND PIPING NOTE pNAEiBt g/,� 10 , , HALF SECTION HALF SECTION UNDER THEWATER86NICELNESTHATAREINSTALLEDBWORETHECOMPLET1ONOFBIREETCONISIRUC110NEFALL 1400 STATE HIGHWA 146 NORTH UNDER PAVEMENT NATURAL GROUND BEL/WNTFE:SERVICEDItCHATTHESAMEELEVATIONASTHEYW11SWNORALINI VMCOVmOF48 FITTINGS, VALVES AND 'IPE JOINTS SHALL BE 4" CAST IRON OR DSS, WBSS OSS, WBSS DSS, WBSS DSS, WBSS BEI UR.OWTOPOFCBGRMDE,ATTHEPROPERLOGT)OIIFORTHEMETBtDCH,1)EMETHt(Ct)t18WTCP8FWl SECURED WITH MECHANCAL JOINT RESTRAINTS. DUCTILE IRON LA PORTE TX. 77571 BEWVSEDT018'BELCWTOPCFCUR86RADE VVRHENOUGHEtOCE86TUB1NO TDRNBET)ESTCPATAFURJRE THESE RESTRAINTS SHALL BE EBAA IRON 2000 f • SOD OR SEE (AS REQUIRED) PER UATEToB'BELOWT0POFCURBORAOE PV FOR FITTINGS AND EBAA IRON SERIES 1500 4" ASBESTOS WBSS WBSS DSS, WBSS DSS, WBSS CITY OF LA PORTE STANDARD FOR PIPE JOINTS OR APPROVED EQUAL, (EXISTING) CEMENT SPECIFICATIONS L,O(,A'pORWNE70BEPLACEDONALLNANSANDBE'tVNEB, (LIAINIGA. rwq WIIOR NATURAL GROUND 4" PVC (AWWA 0900) 055, WBSS DSS, WBSS DSS, NESS DSS, WESS ( 3 Sat SNGLE ME7Bi SERVICE LINESSHALL BE 1'MN,LD,C,T.B,POLYETHYI8E,80NY. 6" AND 8" CAS IRON 1I Bat ! WATER DISTRIBUTION NOTES: -J•r CONTRACTORTOFURNISHANDMWNIDOUBLESERVICEMETERBOIESATFlNISHGRMDE DSs, WBSS DSS, WBSS DSS, WBSS DSS, WE55 o. r1-✓ OR DUCTILE IRONT ,1 �/ !J 1. PRESSURE TEST OF WATER LINES 20" DIAMETER SHALL II � wAamm .4 ' J,. _, )Y" FIIEHYDRANT'ABSEhEILE88HALLNORMALLYMAINTAIN7HFMfOCICLEARANCEFROMSACKOFCUR1, BE AT 125 PSI FOR A DURATION OF 8 HOURS. 6" AND 8" ASBESTOS -_/ -/J Jt ./ REOUIREDABSEIeLYSIWJ"INCLUDEONELINES=BYaT ONE SOCIN HOATEVALVEM080ILONEFIRE PRESSURE TEST OF WATER ONES GREATER THAN 20" (EXISTING) CEMENT 055, WBSS DSS, YJBSS DSS, NESS 055, WH55 �• z ®KEY MAPS INC. ) 'r J7 -I J1 J! J.;. 't_J/JJ_If HYDRANTAND SDI NCN PIPIN$AIO7E SM,KB, SHALL BE AT 150 PSI FOR A J/ J7 J� t I . I /J DURATION OF 8 HOURS. 6" AND 8" CAST IRON DSS, WBSS DSS, WBSS DSS, NESS 055, WB55 1 700 •t WA7ERVALV®ONMWNLNE38HN1EELOP.ATEDABCLABEASPOWRETOOMDMPWPFRIYLIEAFD OR DUCTILE IRON J J J / J 1 � J - PR( �ATICO JET /�/ '/ '/ J tlae /'� J/J SHALLCOMPORMMAWWAC MOPEILEFP,MAWEDWITHPBAE00NALOPEPATMNUi: 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION ' i ' 1,1,17 .1?. orl mm Jj j-J=Jt,! 4-492 SIZE = 4.492" 6" AND 8" PVC DSS, WBSS DSS, WBSS DSS, WBSS 055, WBSS ` LOC II J- '—/J WA1ERLNE94N TH CHR000H12NCHLD.a ALLCO pLYWRN 7lERBgUNtBMI8CFAYVWILSFMW1FIOC-08D (AWWA C900) -! J! / J = CLASS 188,8DR 8WRNCABTNONCILRBDEDIMETER. 3. ALL WATER METER BOXES SHALL BE NDS MODEL NO. O I Y -1. J 1 J J ./J/ z 12" CAST IRON . :.. J).,,J� -. w D15AM42-DISB OR APPROVED EQUAL NEEDS TO BE OR DUCTILE IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS o0 ALL CONCRETETH IMBLOCKIN SHALLBEPLACEDTOFORMASCIDCOlNS IONBE7WEEtFI MWr< '-w VALVESMDFNEHYDRNI1SA1DL1lEIBIUREEDEARTFL CONORElEFOWTHWBTEACKI'4#BIW,LHAVEA WILL NOT BE ACCEPTED. PRO-READ.) LOCKING LIDS D SS D SS COMPATIBLE TO NEPTUNE D. ROgO POINT LL - MINIMUM OF250SP,S.1 COWRE13BIVESYFO30 IHAT25DAY& 2" ASBESTOS DSS, WBSS DS5, WBSS 55, WBSS SS, WBSS ' o }EXISTING) CEMENT t j 4. PROVIDE "UNI-FLANGE" OR APPROVED EQUAL PIPE ORAYIRONMDOLK.'TLE/41NFlTTNCi68HMLLCONFORM70AVYWAGitOAIDENDJONT80FF117llOBMD RESISTANT AND CASING SYSTEM ON UNDERGROUND 2" PVC MAIN LINEVAWESSINLLLCOI ORMTOAYVWAC 1"l FORRUBBER 1MSKETEDJONM GRIVYlKNAIDOUCIILE 055, WBSS DSS, WBSS DSS, WBSS DSS, WBSS { .- = y,� �EN IRONFRTNBBBHMLLBECSWTUN®ORB'OJLYCOATED ATEACHFITTWG11 ESFWIBEEIMRDIL PRESSURE PIPE SYStEM5. �AWWA C900) 3 ` 8ERES15oCFOftOsfl8TRMffSLatS. 5. ALL WATER TAPS SHOULD BE PLACED IN LINE WITH 16" AND UP CAST IRON DWBSS DWBSS DWBSS DWBSS , PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE OR DUCTILE IRON xme ions SPRING LINE ALLFlREHVDRANIBANDVALVEDOMARETOEEADJUBTEDTORNBNORADEAFfERPMW MYP IBCOLETE FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN Q i aiti• THEL WE$rHOgIENTALRANGEOFAFREHYDRMR'BFULLNOTBEMOREmmrAWAIMsa aRaIe MULTI-LOT SUBDIVISIONS, 16" AND UP ASBESTOS DWBSS DWBSS DWBSS DWBSS NATUNN.OROLNDATMWPONI: (EXISTING) CEMENT INSIALLCONCRET EBLOCKBENEATHFIREHYDRTANt8BEi1REPLNL7118CDNCRETETHRUSTOLOGnIe70 6 A"WAND UP 00)PVC z FAIR' �"A �d 0 y( z EMBEDMENT MATERIAL � WA C9 DWBSS DWBSS DWBSS DWBSS PER CITY OF LA PORTE INSURE7lNTPREHYORAMSAREINSTALLEDLEVEL STANDARD SPECIFICATIONS CONTRMCTDRSHN,L•NOTIFYTHEDEPARMEWfOFRIBUCWDRK848HOUR8 STARPOF DSS - DUAL STRAP SADDLES VICINITY 1V AP ` SEE.NQT'E2;:';:'J : CONB1ISLC110tL WBSS - WIDE BAND STRAP SADDLES KEY MAP# 5 IO-T " +'• ' ' "•• • . DWBSS - DUAL WIDE BAND STRAP SADDLES REV ISSUE DATE DESCRIPTION DRY BOTTOM 1 BEECHNOFLAPORIESDNOARDOETAL 0 03/07/11 ISSUE FOR PEF v11T 2B•MIN.FORMANOIMETERg6 11 REVISED PER C COMMENTS 1r MIN,FOR MAN DI MEM1001 / / 45" 1 0329 ft4': $1 90' BEND 45' BEND 22§' BEND TEE PLUGS E WATER DISTRIBUTION MAIN SERVICE TAPS CO A ZE A B A B A B A B C D MADE IN THIS ZONE m + EXCEPT FOR PVC FASTTAP " . 16' 10" 9" 10" 6" 8" 10" 12' 1 D" 21" BEDDING & BACKFILL FOR IH III68 22" i3" 12" 13" 8" 10" 13" 16" 12" 29" TAPS ARE MADE INRVERTICAL OPEN CUT TRENCHES ___ :' POSITION WIDE BAND SINGLE SADDLE LEGAL DESCRIPTION: • � :rY.G.,.."_ .,.,, 10' 26' 17' 14' 1T 10' 13' 16' 20' 14' 36" OR DUAL SADDLES N•T•S• : '= .:,: A 14.8252 ACRE TRACT OF LAND LOCAT :D IN THE JOHNSON 12" 2s"2pMN4rALARSERP z1" 1s" 21" t1" ts" 18" 24" ts 41"" HUNTER SURVEY,ABSTRACT No. 35 ANI THE ENOCH s•.;,�. :" FE ";:r •;w •i• WMIMS'68WLLER 14" 35" 24" 19" 24" 12" 20" 22" 27" 18" 48" N.T.S.SERVICE TABS BRINSON SURVEY, ABSTRACT No. 5, C11 (OF LaPORTE, • '';�" ' 1fi" 38" 27" 21" 27" 12" 24" 24" 30" 20" 54" HARRIS COUNTY,TEXAS. B.ENa887Ec HCAD: 1400 027-083-000-0001 24" 48" 40" 30" 40" 20" 30" 36" 48" 36" 72" PROPERTY UNE A BENCHMARK: LOT LOT LOT T J8TBLOCKB SIWJ.DECABTNPL AN/YCEAgBr UNDUnRUBMEARTHww-RLACE18Lm.ToEIWe3+ TROPICAL STORM ALLISON RECOVI RY PROJECT WE CONCRETEBLOCKNGANDPPElFITTND70AYON)SONDINO, BENCHMARK RM NO. 020185, ELEV. 1.64 FEET, NAVD 88, r-1 -o 16" 2001 ADJUSTMENT. 1-0 PROPERTY LINE MIN. METERS PAVEMENT LSEE CITYD DE AILPORTE f SIDEWALK OF LA 1'-0" #4 BARS ® 24" EACH WAY TEMPORARY BENCHMARV S (TBM'S): N TBM "A"-A SQUARE CUT ON THEW :ST SIDE OF CONCRETE " '^t' l" ' HEADWALL SOUTH OF THE RAILRO/ D TRACKS ON THE CURB £ ir-___ [ 1 -N[ ___________ NORTHEAST CORNER OF THE SUBJ :CT SITE. ELEV.1 7.67' C(s, . . SEE STD. EXPANSION JOINT DETAIL FLOODPLAIN INFORMATIC V: fi"x6" (14w x 14w) WELDED CAST AROUND TOP OF EACH VALVE BOX BY GRAPHIC PLOTTING ONLY,THE • UBJECT PROPERTY LIES BEND PLUG WIRE MESH SERVICE AWES A 24"x24"x8" CONCRETE BLOCK ONLY WITHIN ZONE "X", AREAS DETERMII' ED TO BE OUTSIDE THE 4" SEPARATION (MIN.) WHEN VALVES ARE LOCATED IN ROADS GENERAL NOTES: OR SIDEWALKS 0.2%ANNUAL CHANCE FLOOPLAIN S DEFINED BY THE 1. TWO SERVICE LINES 4" CLEARANCE EARAANCENCE IS MAINTAINED. E ISD IAI SAME THRUST BLOCKING DETAIL FEDERAL EMERGENCY MANAGEME IT AGENCY FLOOD TRENCH PROVIDING 2. MAXIMUM ONE METER PER SERVICE CONNECTION. N.T.S. INSURANCE RATE MAP NUMBER 48: 01C0945L CURB DATED JUNE 18, 2007. NOTE: WATER MAIN F INISHED GRADE ADJUSTABLE CAST IRON ALL FLUSHING AND GATE VALVES TO I I RISER & VALVE BOX BE A.W.W.A. STANDARD COUNTERCLOCK- UNDERGROUND UTILITY N JTE: SERVICELWE 16"MIN. SERVICE LINES (TYPICAL - NO P.V.C. WISE OPENING W/RESIUENT SEATS. M METERS R A.C. ALLOWED} CONTRACTOR SHALL VERIFY LOCAT ON OF UNDERGROUND UTILITY LINES BY C INTACTING THE I---1'-o" HOUSTON AREA UTILITY COORDINA" ING COMMITTEE PROPERTY LINE 1'-0"- •I AR OR SADDLE VALVE BOX SHALL NOT CONTACT AT 1-800-245-4545 FORTY EIGHT (48) IOURS BEFORE -_ TEEL) GATE VALVE BOXBEGINNING WORK. LOT LOT LOTPROPERTY UNE x 8" ADAPTER (AS NEEDED) WATER LINE 3 �, ,� TAPPING SLEEVE & VALVE %*S.• *i�, TYPICAL /4 THROUGH 2 SERVICE ARRANGEMENTS N.T.S. VALVE BOX INSTALLATION DETAIL N.T.S. N.T.S. I...:.......... .... ....� BRADLEY F. COFF MAN io 1...."".....""....", i .?JSTE R ��'" MIN 3' �t fS••...• ' ��713NA STAKE 1 1 MAX 6" OWNER/DEVEI OPER AND PROPERTY LINE MIN 2" STREET FINISHED GRADE FIRE HYDRANT ° ' 3 � CLASS "C" d' TEE 6" VALVE ° , d p'.4 �•�e NOTE: A 2X2X2'-0" STAKE Z CONCRETE c ? TYPE "A" Box ° ' COMMERCIAL D E S I G -BUILDERS BENDS NOT TO EXCEED II SHALL BE PLACED IN THE ,., v o TAPPING COLLAR OR MANUFACTURERS I SURFACE DIRECTLY ABOVE o $ m VALVE I 5599 SAN FELIPE, : UITE 1440 SADDLE (STAINLESS STEEL) RECOMMENDATIONS WYE. STAKE SHALL BE °. w F RISER PIPE HOUSTON, TEXP 3 77056 6" BRANCH m w EXPOSED 6" & PAINTED BLUE. 'd_ it VC MAIN d \ ® \ ° N o ,, N PHONE (713)7E )-2529 NIPPLE, REQ'D. LENGTH, WITH ADAPTER, z TEE /_\ s" VALVE m FAX (713)782. 3755 BLO CURB STOP & STEEL INSERT CONCRETE 6" BRANCH www.claydevelopn ent.com ADAPTER (SINGLE SERVICE) 1 1" I.D. FOR SINGLE SERVCE TEXAS BOARD OF PROFESSI )NAL ENGINEERS CORPORATION 1" I.D. FOR DOUBLE 1" X 1" X 1" X 7 1/2" SPREAD "Y" BRANCH WITH °d n REGISTRATION # F 004975 � •. _ STOP & INSERT SERVICE (POLYETHYLENE) 2 CURB STOPS, ADAPTER, &STEEL INSERT ' \ _4_49_ /'Q d d d d (DOUBLE SERVICE) : •• ••••. • : NOTES: CONSTRU MON 6" OF BANKSAND, TITLE:CONCRETE DETAILS O FIRE HYDR ANTS AT PCs OF THE INTERSECTION CURB RADIUS, 3 FEET CEMENT SAND, SERVICE CONNECTION PLAN 1. LCATE BEHIND CURB OR PROJECTED FUTURE CURB. OR PEA GRAVEL BLOCKING PRJ NAME:PORT MODAL CENTRE SHEE NO: N.T.S. 2. ON OPEN-DITCH ROADWAYS, SET THE FIRE HYDRANTS WITHIN 3 FEET OF SECTION FIRE HYDRANT DETAIL RIGHTS-OF-WAY LINES. DATE: MARCH 7, 2011 N.T.S. 3. THE FIRE HYDRANT STEAMER NOZZLE SHALL FACE THE STREET. DWN BY: PAT R. C4*2 CHKD BY: BRAD C.